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I I 1 1 i111 1 11 11 1111 1_ 1 11111H !!111!1 1 II I1 III 1 II! 11!!111!1111111 I 1111 I11 III 111 111 1 11 I i ill 11 111 !11111!!! m 1 1 1111 1 1 1 III 1 H 11111111 I lit i_ l I i t i I I I! I I l l l I HI i 1 1 I 111 11 I I '1 1 '1111 Illlll _1 I I l ul l I II 1 11 1111 1 !III I _i l l _ill I '1 11 1 1 1 1 1 1 I I I I I 1 11 111 1 1 1111111 i 1 111 f 111111111 I 1 I 11 111 11 1� I 11111 I 1 Ill 1!I I_ I I I i 1 1 111111 1I 11 II 1,I!I I 1 1 II 1 I 1 1 11 1 1 1111 1!I 1! 11''1 I 1 1 I 11 11 II 1 1 111 III III 1 1 11 11 1 111 11111 1111 11144_ 1 1 1111 I. lI 1 111 11 111 I 111 III I I 11 1 11 II I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 11 I 11 I 11 III Ili 111 111 !III 1111 111 111 11 1 111111 11 11 1111 1111.111 1 1 111 11 1 1111111 111111i11111111111-1111111111 ZENOVIC ASSOCIATES, INC DATE: 8/17/2011 301 EAST 6TH STREET SUITE #1 JN: 11137 360- 417 -0501 CLIENT: GREEN CREEK PROJECT: HOG FOUNDATION VERTICAL AND HORIZONTAL DYNAMIC CALCULATION ON MACHINE FOUNDATIONS MACHINE PARAMETERS WEIGHT w6 1 s (Ib) DYNAMIC LOADS d (Ib) SPEED S -a (fpm) m 94.25 (radlans/s) 15 (cy /s) MASS M.O.I. I (Ib -ft"2) a 1.722 ROTOR WEIGHT Rw (Ib) EXCITATION FORCE F 1,191 (Ib) FOUNDATION DIMENSIONS LENGTH L X 99: (ft) WIDTH B F (ft) DEPTH D (ft) TOTAL MASS WEIGHT w 134,663 (Ib) M 4896 EQUIVALENT RADIUS TRANSLATION R 9.76 (ft) SOIL PROPERTIES UNIT WEIGHT y (pct) P 4.04 (Ib- s"2HM4) SHEAR MODULUS G :,000; (psi) 1,152,000 (psf) POISSON'S RATIO MODES OF VIBRATION SPRING CONSTANT MASS RATIO DAMPING RATIO NATUAL FREQUENCY K B D f (cy /s) VERTICAL Z' Kz 69,189,670 Bz 0.212 Dz 0.923 18.92 HORIZONTAL 7C,'Y' Kx,y 69,189,670 Bx,y 0.263 Dx,y 0.561 18.92 FREQUENCY RATIO f/fd Q Lri 110001b 1946.71b j 4 8 ch 2 4 A -366 1580.7 3603.3 7396.7 Loads: LC 10, IBC 16-12 (b) Results for LC 10, IBC 16-12 (b) Reaction units are lb and lb-ft ZENOVIC ASSOC. TRANSVERSE FRAME SRH Aug 8, 2011 at 11:31 AM 11137 TRANSVERSE FRAME 11137 TRANS FRAME.r2d TY igt X I° M2 N3 4 O 4 O 4 A 11 •••y Reeetstcr LC 10, IBC 1 13-12 (b) ZENOVIC ASSOC. TRANSVERSE FRAME SRH Aug 9, 2011 at 1:25 PM 11137 11137 TRANS FRAME.r2d x -11000110 1948.71b HS 1 l2X4X8 -238.6 1708.1 3603.3 7396.7 Load. LC 10, IBC 16-12 (b) Results br LC 10, IBC 10.12 (e) Reaction 1696 are lb and I1,6 ZENOVIC ASSOC. TRANSVERSE FRAME SRH Aug 9, 2011 at 1:23 PM 11137 11137 TRANS FRAME.t2d Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:22 PM Job Number 11137 TRANSVERSE FRAME Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 DEAD LOAD DL 1 t 23' 'IMPACT LOAD:VERT h a ml a IL",� °m a; m mama of t ,xa mama cit ��p: maim s., 3 SEISMIC EL 1 3r-> gc ax�a .s ue. yx n IMAM= aaos fi�4� 3a 3 �'3'Y?"�r.aa y 2x z "aa 3�1Y�.x Y `4�r„'+,^ i. .vrotiiii* ment Rfv„ 1.+ a:... :3sra z; r.. "M 4,2` :sir i'S"..5< 'S ..S,�e i 'r2i: `iT?°' swam* Er`4^wi z' err w ig 5 IL 0 45 DEG OL2 Az £l" 'a Mite L+ ctA `n- x a, AIM ux� R v r eiltg 'iz"r'.: -10 ,�.�6, �,�,.,1L.Ca�i.;15�DEG n..� .OL3 k_. d. Joint Boundary Conditions Joint Label X pb/iirl] Y.jIb /inl Rotatiop[lkft/rad] Footing 1 N1 Reaction Reaction <1i? rs+t �,�»z x 'a €�s 7� v �e, rt `4" x a a x'� p wa, 4r. F. .:.asw' sr^:t s a -i orm i l4 c a i YME y x i ES N 2., �_N4 Reaction Reaction.�:.r ,�v.,s �...�a,� �x,.���..�� �,,��nv�. n �N. 3 N2 Story 1 i r 1 le r a r tt' a'�,"y :.nv a S c e i x"" s v >,4..rn ig ;,.+t';,,n`? >.,x „w:_N3....; ,Y.c ..,�..ss: `n.;r.. Tam; Story1 A 4b ^`.,r., .i c... `�,s.x`.+.`'S�n. £.i�? >C, 3r+ 4„ w".',. d4`?,,. �.uh�2.`. .i,., 't ow Hot Rolled Steel Design Parameters a i. 1.1 1 1 i 1 ii 11 top.. Lcomp bot.. K-out K -in Cm Cb Out s... Jn swayFuncti... 1 M1 COL 4.5 Lateral y ,A F P vi z' x *'*rt e of f i ,�e, a�.»l.,s°? :f ,a 'i` ="+".Y.L�Y„�. +lkv a ua.r MOM n y iw,` `7k3�Y,�+�. e rr y 'r^s. t s ar.� r �'ra Lateral 3 M3 COL 4,5 Lateral .u" s v, w; 3 €3 x ;31111V y S a MAIM v2 s� s x ig^ of mama NMI -..�4 sk K r, 'r`" .._4 M8, �STRtT�� z, IM ail Mat a .b... "+^i�sx. r? ...=a�,�' .Lz;�, a. VMS �I& ,�r` �.,,�a t �v1'• a'r��� REM w� �.��M�: Lateral 5 M9 STRUT 3.182 Lateral i mp x 4 Sr 5"'ra MOM hx.,z ra. maw I k OU r m Uteri, a r.;�zrMi.O s�STRUT �3,�482� �_�..vs��� y;� ��'�f`'..��,�,° ...m�� a Lateral 7 M11 STRUT 3.138 Lateral Member AISC ASD Steel Code Checks (By Combination) LC Member Shape UC Max J.. oc..,Shea...Loc..,Fa[psUFtfosft Fb[psi] Cb C Eqn 1 10 M1 HSS6X.. .029 0 .000 0 2582.27600 30360 1.75 6 H1-1 '.2� `3 M0 Ii M2� a HSS12 M Ear ^gy m 2,1:73 e T. s h r< 0 ����,il. a.138.,,µ�z a,.��, a�� ..027: ��0 2480: 27600 ��k. 30360�,m� w1 1. H1.:3 3 10 M3 HSS6X.. .042 0 .000 0 2582.27600 30360 1.75 .6 H1-1 G 46 0 MEZ, 3 .4:��� ��10�'�,MBar.�� HSS3x� �;"x�r^,��rrr_,.��, 0 �;`a,':� w:"� ;'r.: 2393.: 27600 0360 S M 5 10 M9 HSS3X.. .046 0 .000 0 2387.. 27600 30360 1.75 .6 H1 -1 10 6 .M 1 O HSS3X Q k x yA a z a l6+ x .rya zp 1 a '1 7 �".±1'1.�. u' x".c..�.'�'°.,x�..Q �^t;"��'�.,a��'tsa� ?s"t �04.� �:�V� �Oxss ZJ07`:�2'I �vi��'�t.,,.3.9.'.3036V �,xa�3''�:;P.v ��'75 s�.�:6t1 H2�d1 7 10 M11 HSS3X.. .006 0 .000 0 2393.. 27600 30360 1.75 .6 H2 -1 8 18 llM 1 HSS6X atI 014 M Z a 2582. 27600. s, 1. 1 .7 k A ��x,.v,,�..t w h.y...�. 0��;000:.��.0 ,�.�'���30360�,�..�'�� 5 �H1.1:s 9 18 M2 HSS12. 084 2.173 .016 0 2480.. '27600 30360 1 1 H1-3 40 i,18 ati133 HSS6X" g, E .028 1 1f- '1M17.3 aft ..000x MI 2581R 27600. 30360 fi 1.75 r�.6 H1 -1 11 18 M8 HSS3X.. .038 0 .000 0 2393.. 27600 30360 1.75 .6 H1 mg Am aivon HS33X a m�'- �'0 0 0 0 M�;`'� 17,5 '6 H. 1-1Y 038 �x. a 00 Mil .2387 ..27600 F�303 6 13 18 M10 HSS3X. .013 0 000_ 0 2387.. 27600 30360 1.75 .6 H2 V fig T. g Vii.€ m -1, rat F. 2393',27600 360 l 1 75 .,1` �14,� �18�_�.M11 HSS3X k 012 D�.k .000�� �a0.�� ��M X30 r 6 H2 Joint Coordinates and Temperatures Label X [ft] Y fft] Temp [F] 1 N1 0 0 0 2 .g,E �3" e L Mi xa S,i N ,.r: kL .+e' a d X t .*ti I ,r x' t; a c., sM 5 3'P 0 c t ^r+ m N r�,..:.n.,..,� �,.-a, M:��`.r ?�:1•L�...� ,.�.�,�..a.. rr .st' ,.;'k a.,.5x�:0 ��,�.z .�4��.r,"d N.3r iw� ?34$..�.+s.� ,4.5�,�,�:.�s.eNC, �...ai�.,�., z�.V��k'?�wi`.�i�w�t.�, 3 N3 4.4375 4.5 0 St AU i.i tM .a Mf N4 r< t er4.4375'i t 0 M �..l n 0 -M 'a ��?.�,,,d_ „��s.�..+; 32� c�,as�r '�°��et� ��r RU ..�'?r.� ..ou.�',� >,t'. ..,arti 5 N7 2.1875 2.25 0 RISA -2D Version 8.0.3 [C: \RISA \11137 TRANS FRAME.r2d] Page 1 Company ZENOVIC ASSOC. Au 9 Designer SRH 1:22 Job Number 11137 TRANSVERSE FRAME Checked By: Joint Deflections LC Joint Label X jin] Y [in] Rotation fradl 1 10 N1 0 0 0 War a y 5 a 'x, 3 S k, p' ,s r e g y _.3 c *a aka„ s ;c r i k -u S n as,kw+r'y.;ts •.��10��.; „�;�:�X ���r��.:�:�. �N2t,.._,.��. ���.3����; =:OU3,3 �.��,�..001,.� r_ 0� 3 10 N3 .003 .002 3.251e s s ,a x i O g y r z, ;S e z r F# i r. it c�- f s �.Z ,�e E �a„ gVOIS a ?,.„4 aG�.;,1Q�+ LYru��S..^, �'sz�.a�w.i�a+;,�.�i'.�1�14.F., R' S�`. a�.` s .'.��?�ee.�,w.''z,�'�x��3±Q'S., ��;,;�.�'.$s' >a�rr z�; s. 7:.,'„�.1!...'�`.02. °ter'!- .�.#uic3.':,. ,„s�:s �'sv �'sia:Fn.Q- �s°.�.;!�'"�c'�. Xaa +,'a9:� 5 10 N7 .001 0 0 l6i`: 1 0 fi'., S i*'' t t, ;FZ�i M N 1 :a u OM. rc.e:^ri'z,..¢ X sv. ,:'.",#t iL sec,: ✓'.x" k* {a ka*EI A .O ,.r me ;SM'Q S Y. m.' n 7 18 N2 .003 0 0 .,q_ a a-, E. ter^ z Oa .r� 4 IE T r e Z, F,,,, �x s a s.� it s eFr"`z`�x^.r'7` w 4 x s }v8 _18 e P .x N3..'...� ..003r n4i x d n. -.001 4 rut 898e -4x* .5> 9 18 N4 0 0 0 1'0 E 1$. 1.,s r w� S N7.0 rol.09 0 xA j �3�. r.y zu., re<�a m zs�. ,�.,3� �,,�.ro ,v� a�. s �r?"�ti&Ati.: Y H� Joint Reactions LC Joint Label X pb] Y jib] MZ PA) 1 10 N1 238.584 3603.346 0 W a c ti PA fi syr ;.a N i� G &mss v S�', a' g _`y r 'tom :s. r .tr r�,� st k t 2 1 Q ..0 <N4 .r; a s. r t .1708.11.6 t e. 7 396.654 O x �k t 3 10 Totals: 1946.7 11000 iS F s~ 3 W i p '1�., .e a t �c� #t P 'Pbt "4 �Ce, d"t d �x A 't`, a v� r'r n'* 1 y �"SW IS x �a7 ��10,� ..��_COG:r(ft�)....�� ���X.�2 X18$ ��s= ��,�Y:.4.5�.��,r.., �_tiE 5 18 N1 518.244 1372 .361 0 ,'gi it 5 "w y e y id t r f a �x� Pte° i j z L z 3 I ,'„7. s tk y "e:. ���6� e�' �.�1$ .��.N4_,.. �:.�.;_.1428:456��: �,'�5227.639'��� Q v..,.� u a.w� :�..3_,._ „te _fl �.._k�: 7 18 Totals: 1946.7 6600 t 4v�.'- C A, i'o-� li -..4 .k,E 4 t `i$ e 4^^ a S u F •a. r: of -e b a e M `h x' +'4 ncs f 9 .s a `.+T C �r z �..VOV.�tI l)... R ,„�r., t)A'�hi a"a�,, �s,+!a:.� �"�siv� �f X..2�� s a,. y ,�T .�*,...K ..r A'.�Y� .5 am°s,a�,�i. z^�r _.s�^i� S�_ .dn���.:.z _w +.`:i`�.;..u�+�� ..m«5 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 IBC 16 -8 .9 Yes Yes Yes Yes Yes 7y u: L" wawa e ,"c w Y r ;c A a i f T rx.� C am 4 aro' k ring ..,�i e t a e 2 Y;IBC 16 -9 h z ,Yes., Y Yes r n Ys. ,���,Yes,., ,Yes,��:.�t.�vx,es��, a��...,.�. 3 IBC 16 10 (a) 1.25 Yes Yes Yes Yes Yes Yes P ro s' ._.p !UMW :7: t E `u' bg'-e� i F e ca q r a t 7 i Nt 4� .rIBC16 -.10. (b)..11 g <Pk,. x Yes;. Yes_ Y g sG n. s Y, .a esx x�Ye ��.Ye �.aa <u �.w .es �a, 5 IBC 16 10 (c) 1.15 Yes Yes Yes Yes Yes Yes :.r1' a9 $113:03611140 s o e" T, x 0. of t' ^`s Y a l �6;��, ,��125ti.._�,�a.�. Yes. ��3 ..�,Yes.�.��..���Yes���.� Yes,> k. ;Yes.�,a.�.,. >�.�x_,Yes.3.�,.�. 7 IBC 16 -11 (b) 1.15 Yes Yes Yes Yes Yes Yes h 8 IBC 16 11 (c) 2 V M Maga MOM (I'Yes. Yes ,,E. FAW/VIZI a Yes I YYess Yes 9 IBC 16 12 (a) 1.6 Yes Yes Yes Yes Yes Yes ,M707 z p 44 U} ,aj n ft x.� T xsY i »a� N t rai Ai .='It.� n v- z U �IBC.16- 1-2h(b)� ��1.6��� x_� h��.,�� �:���Yes��� ���Yes�;,r�;� ,�r4�Yes��..��� �����Yes��, Yes�'��`�) ��x�Yes�.�`, y: 11 IBC 16 13 (a) 1.6 Yes Yes Yes Yes Yes Yes >2 IBC.16- 3 (b) a: '1 e s �F t �i� ,tit =MOM '�t i Yes r Y 1� „���..,.�tt�.6 -Yes Yes Yes Yes: ��esn2 13 IBC 16 13 (c) 1.6 Yes Yes Yes Yes Yes Yes 1 T A 110Z-44 .rr tax a✓"x£ R 0 ,�3 .a�'P;' r 'v� {f'., x sw K S „a e'er X i 14. ��IBC� .16- 13<(d).- �,��1,.6.,� �s- ..Yes������Yes���_�K��Yes�r_.,� ,Yesk��tw:�Yes�����Y_es..,��- 15 IBC 16 13 (e) 1.6 Yes Yes Yes Yes Yes Yes 9t' RCM ^t e v yg l eau :a ryA a+r o r� t {16 .I BC�16 1:3 (fl 4 :6 Yg Y, r re, r .es Yes.,,._ Yes es �`���Yes� Yes�� M 17 IBC 16 14 1.6 Yes Yes Yes Yes Yes Yes 4: €'e -t rF' n^ F `;4'�i` maw bP 4� is zr5� s,." s�„ PAN/I= z-. s C 1 ,15 1..6 ,,a.. ;Yes -.b ..Yes, u =Yes' .����,Yes���� ��,�YeS.�a tw 19 DYNAMIC Yes Yes Yes Yes Yes i >20 ''e �:$'}"�"�5., Y^s>7x"+�aiy� d MOM ..N. r, ars xz e ar a .nw. rm_ E_ p t yxs°.XA v*� "d,- y �M ..M" Yesg7 wr a iN hT Ye '.,G a" ILk45�;� ..�....r.. 3'._. w.�,. >s3�,� n�+„n^� 3 ,k.5 t..., ,�.�c ,1 +e5.... ,w.K r,wy .<.c. i:t i'�3��nYeS Via.. 21 IL 15 Yes Yes Yes Yes Yes Load Combinations D IBC 16-8 escription SoIvePD... SR.., BLC Factor BLC Factor BLC_ Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC factor 1 a 2t `IBC.- 16 -9�. s r:: iDL, f a „a x a 3 ,,x.. �1 ALL* �1 L�5. 1 e..4. �:.r���; n 3 IBC 16-10 (a) DL 1 RLL 1 3� IBe:,;16 -1 Q; b M N a s�x LL. 1 ..NSL: 1t1'; %zv e t L k F :IN Aes.. +�f` f .w x a A 'a rt5 Wit 4.r� �v a.�,., .lC.. D ,r »r d z... s. m W,w, ke IM AZ J k a,.,� __;a. 3.=... ,...z RISA -2D Version 8.0.3 [C:\RISA \11137 TRANS FRAME.r2dJ Page 2 dompany ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:22 PM Job Number 11137 TRANSVERSE FRAME Checked By: Load Combinations (Continued) Descriotion SolvepD... SR.., BLC Factor BLC Factor BLC Factor J3LC Factor BLC factor BLC Factor BLC Factor BLC Factor 5 IBC 16-10 (c) DL 1 RL 1 x6 M N �DL4 '�1 LL d x :75.. LLS *.7.5 t RL L �7 r a .k' x h g si t com IBC�1fr,11;; e e,, s e.,...' t FS �3e2 k M'94,z`t .�+d' t mat at: 7 IBC 16 (b) l E DL 1 LL .75 LLS .75 SL .75 Y $,v."' ae^., i n R v 1. h "M' 'L IS 1 t' 7 F"T n7 9 w .�8�� tBC�1 fr1 �.(d) 1���..,. WORM w x ..pL 1 �LL�� s�75� �LS :75 IRO 'S sax g IBC 16-12 (a) DL 1 WL 1 10 IBC'16 -12r b 3 M M i 5 !,:PAPA F 4 4 ""far' s7 x a ^N e s, gN d t N rs f ro+ r,, b rDL EL., ,�...7� �.....u:z �,�s �a �����.7.,f r. 11 IBC 16 (a) DL 1 WL .75 LL .75 LLS .75 RLL .75 '64241 W; ,4' 'MI I ,.DL' a4 1M: "EL`S 1.525,. %LT) VS§ LLS 0:75,f, MIL 7464 RLL Z505 ME MAT MS TAM 13 IBC 16 (c) DL 1 WL .75 LL .75 LLS .75 SL .75 �rr v L �:'t'4�,! IBCii6 -13(d) r.,Y,� 'et. a,DLa ,.,,.1,.� .E, 525 LL 75U LLS 75 ;SL .75t.MU VAN BIN MA ria YAM-0; 15 IBC 16 (e) DL 1 WL .75 LL .75 LLS .75 RL .75 r ce 4 5 .7 FRO M W �a1;6a� 16 -13t(0 s Dh: ����1_�.�..�;EL: x;525 .LL�.��7 -�5 -a �,:75.bt �M M:?;_ Mkt CFA .t A 17 IBC 16 -14 DL .6 WL 1 n x 1 fi` rte' F 9 r w S 12 f s v� r t a Kip `Sv g n1.8 ..IBC�16 -1;5. Yes �DL���.6.,c:;EL.. T 7 :,��.sa v�.,.��,�. a,��,��.����. ,...,A �x 19 DYNAMIC Y DL 1 IL 1 a12& VtIU45 al, Y DL, 01�� OL2 <,4%.. EL;.QM Mg V.M.; E, Ak l! N:vE gall U_ EM ,12:45i: 21 IL 15 Y DL 1 OL3 1 EL .7 Member Point Loads (BLC 1 DEAD LOAD) Member Label Direction Magnitudejlb.Ib -ft] Location[ft. 1 1 M2 1 y -11000 2.188 Material Takeoff Material Size Pieces Length[ft] Weightp,B] 1 Hot Rolled Steel 6 m� b w c-a� r r� '`w k`ia��,$4s t s ro��,� c w z 2 CNI A5001Gr46k....,......� 4HSS1°2X4X8 Z_ �,1 AMMO F 3 .4 ,.t r. }�A._..4:203.2 ,.r 3 A500 Gr.46 HSS3X2.5X4 4 12.6 94.7 3x y �'3 r''. ,q. .s 3 {3*5 q �s,x:, asY- "3' 3r^ak s� rcs "na 4 M, Gr 46 2. x. a_.s, ;HSS6X6X4 k �2, iM g x ,160,_ a� K a�.,- s."tw_ x..,� f. .z '�ay., �.a. §t., A..,�i .a 5 Total HR Steel 7 26.1 457.9 General Material Properties Label E pcsl] G [ksll] Nu Therm (\1E5 F) Densitypb/ft^31 1 aen Conc3NW g 3155� 1372 .15 .6 145 k W alt e l' r ,s. ac ft .m?:,w.M) 66`!` W5xd3s+tiaM iais LA �.«R"'.,,`�..,., k# 1 3,r"Ie f' S T i r.,!.� 4.f�'01121144 2.. �..�w.�t...x�,gen.�onc4NW 1584.. 15.,..��.�,,�� .�..,,s,.6 3 aen Conc3LW 2085 906 .15 .6 109.999 r�.,w ,�.e�, �n s'�ax au'Fa„s+>a° A :4 '«Ew t 34c°x a 5 a s F.v N4 ,3 _.x: .gen_Conc4LW ._,1 2408.. a zki 1 047. 3 i.15-ti ..N E_ r..,. ;SHIRE A 109 999 5 aen Alum 10600 4077 .3 1.29 173 r s °'s5 32 ��;:.ak a ^M r `rti a r a s. �z t gen Stee) t x.. T M'`vs n''� P e E�, n kt ca. i'� c.' w •7- '.r c 'r a .,r j sa �i "6�Y .r �.4� ,�.�K.. 29000 Y <„�11154 ,y �a�s� 3 �fr .65. 490r. 7 RIGID 1e +7 0 0 0 Hot Rolled Steel Properties Label E [keg G [ksi] Nu Therm (1155 F) Densitv[Ib/ft^3] Yield[psl] 1 A36 Gr.36 29000 11154 .3 .65 490 36000 t kP `k J �c s i r� r s ec u_.,� a--t ,�2. A572 Gr.50. wa.; .:1121$19000°M K 1,1�1545b. .3 t I .65. T r 490 r r k50000Y� 3 A992 29000 11154 .3 .65 490 50000 4 IA500 rGr 42 tt k z g_ t y29000Va 4514;1150D2 4 4 C 3 a' MV y .65 490 R. VOocire 5 A500 Gr.46 29000 11154 .3 .65 490 46000 RISA -2D Version 8.0.3 [C: \RISA\11137 TRANS FRAME.r2d] Page 3 Company ZENOVIC ASSOC. Aug 9, 2011 c Designer SRH 1:22 PM Job Number 11137 TRANSVERSE FRAME Checked By: Member Primary Data Label I Joint J Joint Rotate(deg) Section/Shaae Type Design List Material Design Rules 1 M1 N1 N2 COL Beam Tube A500 Gr.46 COL :k xri 4 x tliW t Witt fe S M D M$ Beam P 7 t m I BEAM ::2 �..M2. N2 ......�`f�3. �a��,~;.� EA ,�..�4 Tube,x=s»�� aASOOGr4s..� 3 M3 N3 N4 COL Beam Tube A500 Gr.46 COL E. 'fi T STRU. ,Beams t'?TubeI :4.;500 ,A Gr46. �_.ISTRUTx EAU 9 Paz N2 rsx N7, a n �f_ a s �tx zrf fi "nr v RUT Z1 5 M9 N7 N4 STRUT Beam Tube A500 Gr.46 STRUT y G x un MAMMA v 's's-36 za W i^; `e'�`.ja a u x. a .a 'u i 4 0 a? Y r ya �:t6 �r��M10. �����N3�u :��.�w.<,a�;N7.����:�;.. .�€.�;_�.,�.�STRUT��,.�z.�: Beam; u_...; ���Tube..k ��.�:A500Gr46�:��.STRUT��:�. 7 M11 N7 N1 STRUT Beam Tube A500 Gr.46 STRUT Member Advanced Data Label I Release J Release I Offset[in] J Offsetfinl] T/C Only Physical TOM Inactive 1 M1 PIN PIN Yes RIM n �z y e s ti ,J' 'Ca i� r �Z L o- r�'�aiAIR x F s` S *.;t Man= y'"{ "t 4"f f 5 Yva�;;�v V�'C C X'"s; t n:�. �.r: ...2 :����M2 PIN x.. �,�s., h�.f. r rdP��� r,�Yes 3 M3 PIN PIN Yes n' s s »7»u x 3 l "mitts s' �:i 3r "4.,,. s, M$�t�`',�7�. a3w�': sPINM�.3 .�PIN�? a'�aY..7r ti`e nx''�.°M.. M ca .�`,k`.�P �;'si'�:"ya;:3,... mYe.S' 'FF'r-`''ct LL?.«$` n�'a 25 wry' �.R,:,i�;,. 5 M9 PIN PIN Yes 3 ?t 7„*a SI:� NNW ,6�'a I S 7a£`�i P I s `r 'M $ii;. y 4^ n. i Y "2 WORM: i xi PIN PIN d .aa6. ?s ..x.`�. _TM10�"T�a.. 3;,�:�"�.n_. n. 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G �t ti. a P a n tan K N yM.. .3:88 „e x� w� a� �.�,..,?z ,�,�..j�a Lateral 9 M11 STRUT 4.025 Lateral Member MSC ASD Steel Code Checks (By Combination) LC Member Shape UC Max 1, oc...Shea..,Loc...Fa[osi]Ft[osjj Fb[psi] Cb Cm Eqn 1 10 M1 HSS6X.. .012 0 .000 0 2582.. 27600 30360 1.75 .6 H2 -1 2 »10] M2 HSS12.. .0565'= 1 ry,, 0 24 90. 27 600 `S ,'x_`3 0115M 115 6 H2 1> OU5 036 0 3 10 M3 HSS6X.. .062 0 .000 0 2582.. 27600 30360 1.75 .6 H1 -1 Fl4i4d .40111,M46 HOsilVegatidat1WIWZMANSM ZOO .03.1 DO 2490..27600 MOISM4303607MVW 1 14 H2 `14 5 10 M5 HSS6X.. .030 0 .000 0 2582.. 27600 30360 1.75 .6 H1 -1 6 Abl KAMM HSS3X:4 EMIAIMIti9 101'3 FAOM WOAl?-2U2 27600. S` 30360 £1.75x:6 H1 7 10 M9 HSS3X.. .032 0 .000 0 2246.. 27600 30360 1.75 .6 H1 -1 Pi R t HSS3X""k. sir M U a Fs. b F'-. j' f�` -r r" 6 t 8><� ,10` M10y� t :013����t��.����_�0, 000., Ot�227�1 .:27:.600�;���,.�,�30360;`_�� ��;1�75 �Ft213 9 10 M1 1 HSS3X.. .014 0 .000 0 2246.. 27600 30360 1.75 .6 H2 -1 ?c: �a- =rig �,ee h z �t 1 X x a-;.* i a..a'+��"d sr .h '�N ate,. t X10 �18�� M 1�� HSSSX ���f� ....009x,.. r�. 0�� �:OOU �.0� 2582: 27600 �.�":��;30360��:���� 175 6 (42; ii 11 18 M2 HSS12... 034 6.5 .003 0 2490.. 27600 30360 1.75 .6 H2 -1 .12 a u HSS6X "3'�a �'h� 4 sa a. j as- e „x I ,.E a.1 g� .M3,� rs�� x.039 ��0�� ..000 .,�0� 2582 :,27600 �������.,.:3 1 �5 c HKt 13 18 M4 HSS12... .080 2.911 .020 0 2490.. 27600 30360 1 1 H2 -1 1U, 8 IFtagt HSS6X lits .000 0 2582.. 27600 rommg303 1775 al H1.1 15 18 M8 HSS3X.. .028 0 .000 0 2271.. 27600 30360 1.75 .6 H1 ex t _F HSS3X 'i.?,..4t 1 �i�' x F#'°?�^La N..r a> axis "s "'Z r-s t 16 1`8� M9.: 028 �..0 c000 _.0,=� 22as ::27soo �.�.���30360�=��f�.��� 175 H1_,1= 17 18 M10 HSS3X.. .016 0 .000 0 2271.. 27600 30360 1.75 .6 H2 .,18� ri d a I- rt 0 .000 0 2246.' 27600 ZUW 30360 .6. r 18 M 11:.. HSS3X ,t. y..�.017 -�u 2,,� ,<_r.175 r H2.1: 19 19 M1 HSS6X.., .032 0 .000 0 2582..27600 q�a 30360 1.75 .6 H2-1 a +M 3 F§.'t' Z ;k Y ;v r 'A 'n s v se -S Y4v 'f x;? R x,;20.4. i19F �..�A2�. Hss�2 ..�.T __����189a��� ��m.r.r; �6:5� 8:016 0 2490 =27600 ._.30'3f0��4� 175.6 H2; It 21 19 M3 HSS6X.. .201 0 .000 0 2582.. 27600 30360 1.75 .6 H1 142.19 :M4IN HSS12 .RI B x; ...432 M k ,H;.:. ,x,,;2.911 .x117 0t 2490.27600 MAINAR3-30360; 0a 1 t0 H2 -11 RISA -2D Version 8.0.3 [C \RISA \11137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 10 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 12:45 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member RISC ASD Steel Code Checks (Bv Combination) (Continued) LC Member Sham UC Max Loc ..,Shea..,Loc..,Fa[psilFt[psil Fbjosi7 Cb Cm Eqn 23 19 M5 HSS6X.. .102 0 .000 0 2582.. 27600 30360 1.75 ,6 H1 -1 Z442 fin' t+ �r "+a4+ r "'u �s w nog,'! d Y s °-a�x s H1 x;24. 19, ,�.M8 HsS3X ,�D5N !--5700. 2271:: 27600 ��.�3 175 kW 19 M9 HSS3X.. .052 0 .000 0 2246.. 27600 30360 1.7 .6 H1 -1 SIGN HSS3X ,x-�s .xda}, d F Sz,Yx` ',f x y sr F t ,r k P 0 s+ m'^3-' SR;S-+a S h r Y r,.^1 a�26�� .19v� .�...�.n_._��4� 006�� „�.�x.�9.:��- ��0�_.x:000 3-0 r� 227t... 2�s00 :�,���...30360:�...��.�:,175� H1,s1 27 19 M11 HSS3X.. .003 0 .000 0 2246.. 27600 30360 1.75 .6 H1 148t 40 M1 t HSS6X m 121xw iav W,P .000 :iWi 2582k 27600. 303607"W S 175.6 1 H21 29 20 M2 HSS12... .270 6.5 .019 0 2490.. 27600 30360 1.75 ,6 H2 1162 ofi s`.`+'a .e+t*x; x's'p* 8 0 r te F a°' z a a Igt1 �20� M3��: HsssX �.n-� 349 E _,.....,0 h� :000t �0�.,.: 2582.: 27600 t .u..x �r �30360r 175 �.6. H1�,1 31 20 M4 HSS12... .657 2.911 .150 0 2490.. 27600 30360 1 1 112 -1 134 m HsssX t.. "ups ::000= �'p�� 27600 ��,ry� :30360�'� fi 32_ n 20.., -�M5�'.� 'srG �r� 'CIO 2582 27600 ,.,;�d�, �,>x1.Z5 H1 1 33 20 M8 HSS3X.. .495 0 .000 0 2271.. 27600 30360 1.75 .6 H1 r x 9s 5�.j'G HSS3X.. f FY'{ x 4 '.''ASV,: s. x r+ zs„ :rsm ,sr e t b 8 'i,,, x i ti ,-aa:+ t •#34..,. ,,20 .�Mg,�, �a� ��r,.w �.�..���;�.r.517. ��0 ,.00U� -0�: 2246 :27600 R���,��.A.�,30360��� N175 0., H1Y:. 35 20 M 10 HSS3X.., .375 0 .000 0 2271.. 27600 30360 1.75 .6 H2-1 Ft `'HSS3X. r T;175 1 u.,3s,.� .20�,�M1��1�: �.��w:� �>,.3914�.�..E.a���_��r, �:0 Q0 0, �0 .,k _.30360. 6 H2 37 21 M1 HSS6X.. .133 0 .000 0 2582.. 27600 30360 1.75 .6 H2 kr 38 ,;21 ,1M2 HSS12... k i165 :lf ti 1 6 9�"0 2490: 27.600 .,x,� FK R i, `1 >75 '6' H2 „1 y�„�t 5. :00 .�._�-.30360.. 39 21 M3 HSS6X.. .263 0 .000 0 2582.. 27600 30360 1.75 .6 H1 a40 ,p c a Pt a a sy ,t "i�" *r x y z 2Zg R sf< �2�1 M4.kv� HSS12 .433, �.�f a,.� f 2:911 x:078 ...Or 2490 27600 .r...N�a .,a::30360,,vF..< 1 1124 41 21 M5 HSS6X.., .073 0 .000 0 2582.. 30360 1.75 .6 H1 xa rn s Y3 a k5'� x 4,�. c�"' d vk S .r^ 3` HSS3X o t 0 `2 27,1.. 27600 z', 0 1 75 6 H1 -1' �w42 .21 ,.,MBA ��.635�. �,,0r, ..000, �,.��x�.�3036 �`�a��.� t,, 43 21 M9 HSS3X.. .667 0 .000. 0 2246.. 27600 30360 1.75 .6 H1 a A sp `x- °vJfi ,f» w+i' v k i 1- ;IOW 10 HSS3X s 53 W� tt 0 0 22 71.27600 t. a 3 3 0 ",r i 1 7,5 6 H2-1n. :444 �2. si 3_,,....� 2:�.,��~���aa��� ��000 036 45 21 M11 HSS3X... .551 0 .000 0 2246.. 27600 30360 1.75 .6 112 Joint Coordinates and Temperatures Label X [ft] Y Ift] Temp [F] 1 Ni 0 0 0 �,x ,iti, +s ui�::. a i`A 4..4. zar+t r f �a 3 ,z .t2-t a ?.,«x. rs 3; }a. IN2 is r IM ,M. x,t �,F .O `5 s„ a -s. I t. `4.5 ct i r. 3a 1,�. 0 ;x, a'f.. 3 N3 6.5 4.5 0 .,.4 Z xs a Y r NI r 3 s a k x r v M N R n a r #;nn.x�,,;.:aaN4_`b.5. �^�z.,."s s„.,_.,._, �v_': 6. 5., i__-r. �n_.`.±,,,.., r�� *,7.-r:'.,__�.a''a.'"�..,.,t., ,,,....0''n 5 N5 13 4.5 0 s s.,x x s '�.z r S .i"s 's' -sE, E �fi, ZIL EI t ^aa 9rt yr v IVY 4 ~�R -x*a*:�a, t rti `B 0 0�,�. .r,�s� i ,?.Y�"'�a;, e E st �,_�'"ttn�'�i'�!'_ 7 N7 3.25 2.375 0 Joint Deflections LC Joint Label )(_[in] Y [in] Rotation [rad] 1 10 N1 0 0 0 rv u e#1117010 y a' w .2' ts sT' `"m`s a 5 z ,�+-x m 5.. ^`3 r c wt x x >e,� s z' .�`s ut e,y 46ee'8, s ,.k e 2�� kvF;+gc ?9 -�s'` t�at;�a,�zw�s�.�.N2�,.��r°ss. �r. a.4��. a�:.,>as�- +s�'�?.�OS b.��?kk:�. ti?�4:.� :f'� 0 sv,. "p��.. eGe��ct��"� »z�. ����,�rel ,��t.�. 3 10 N3 .003 .003 2.944e 4 i!r a pse r y e I m r 3 a= ,v `O O,nx ,k ;r y1{. m W 'W. x�`"3,,. X �4 'x a t ktias�. r 'd`. �,4 wa, it i���...'€�+.�{+. sad„ a,'.,`w„,N4atxs�..aSs��«.;;r��� �s.v���� �:5c «.,a.,ba��wo, �;?.k .xax„�M� �u��- ss:;�, s-�,. z,mkw,.�:�10�.,' 5 10 N5 .004 .001 0 Sii a M ttI r' I F 'x`.:k a Il r z x•i;� -5 re B z- .:�za �,f I z k nr.Yz6m d�'xKss,- wl0,t;�,�:. �M- w, k�, a.- �'`.�.C+'���.tpxN6- ,3mC��i�`i,+ ,Sai 'i��.+ ksci'ii? .v,;xT �s-r. 0.� .t ;",h cwp. 4�: '�.r. oa^s.,,, c �,.k .use;, „m sat m k. S. ..a.A� r.a ��,.a m u; 7 10 N7 .001 0 0 8z T. MA r19 nuESTME N1„MIR 0 ritrKt ritEaMeatriadira MISZ a <.VOR x��: ��ExSI 9 18 N2 .003 0 0 10.. rim18a ktr Via'` i fi N3.3S,q -asa'�,_+�..���3," A v fi .003 k t w 003 X02 >��1 �.t. 1:772e =4�. 11 18 N4 0 0 0 :t zs e t..4, at,::z. A ,4x.ri. "u`�..ONS .xf?„`�.yi.MI i x a .E k „�ai,�'},. a E a x to .vr 1;2y5 .�18. N5 .003. .0 0 13 18 N6 0 0 0 'rt t^s. x fr wtx� .�s'.. t x,.. r'' I t i Z xi r.O„ s�'N s r E Or w. -+fi--: t s a. E s 8p la- I 1`4.;18 ,..,tom „�r N7...:.,,.F� ..::,,sa,.,_, �.001..k .R.... =..0 .k..: ^._..g,_..0 .1 15 19 N1 0 0 0 �1:6 :'S k,�rN.eA �t m .i.,rs.. -,.s.sn x k� as..H �?A M. f 5'.,�Ltt„� +£'.r<.0 Z,:; 1 n, a,r 1'£'au,� �`Ei ;.ssk« T1s x" y ..th. ..5.s:' '19 ,s� .�N2� 006 ,1_ �.....002w�„�,.J� 5 0�� 17 19 N3 006 01 -1.007e-3 kY :Y A T '=.3. ti.1" R l` 'Si..' xt `C P L 'e^ ^e. Y1' .5� 18 19 t tF x O2 c w n s P R eIs x t „u..ff,. t-,�i .r ..�.,5..,;a� v t sv. n z' .7x fit.. Ov,.Ur x X. m ch>;.p"t M rs,F''t 19 19 N5 .006 -.005 0 RISA 2D Version 8.0.3 [C: \RISA \11137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 11 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 12:45 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Joint Deflections (Continued) LC Joint Label X finl Y finl Rotation fradl a 5 4- x -�SriaY` a a ^k, S r x z' j .z 3� s,.yw t i t Mi "�3r� e s^^�"sa:- ,rs. a ":P2Qu. �t,„. 19....- ��J,+ a'- s# ,.}s,3"±...�;3�,nN6,...?st.rx a.+.��*a"�- ,�a°§, ,,v.�"��a .e:�z: .a.'�i,.s�,?,.Q.v vi.��:�-�'., w.:: aa..ca. �i,; 1#aQ �Y...Y�,�� 'L:`.k,<_,�;. r:. Qd��. .�a...'.... 21 19 N7 .001 .002 0 y x `c l a d`' r a K ro a t a` m I .fi' y t;. ,.a ,.r a e n 3 %s:22� sd*s%s�:2Q, y 't K rte:, �^t:r. �jzs's,�,Cy �4x�'rd ..N1 �_�w. 4�z5:.Y�5x.z1 f-�'...;.:n+;.k .'_*�fi fiQ .t� .,,.C„ t:..�,,v :an���:.r,�,.,,."��Qr�`,�a,..�' a� Yom' Q s x 23 20 N2 .05 .006 0 r s P IRSI sb''S"'-+�ix t vA�" E g t�YNER '.t 1' k 3 x;s I x a Nk X24 X20£., K. ����ri� .,�,.,�,N3..��,��,.�.�.�.� .;��,.�u,. 05 :.���,�i .xm:�u.�����_017��� �.1329e`= 3�,�,,,�,a 25 20 N4 0 0 0 �r26 'T 'f"5 fi s. "r M 'f.6 T r ;r ,a r i'n 3� te'4t l *'x k r 2`s a `�a"r '4 a �"..��r2Q� 3 a�:��. r. ti��_ N5�e�, ��,�:056.rru��F #h�� �4...,��,�; ::006 ��.n,.>n;.�t. <;���p.�.��..,,�.�.k 27 20 N6 0 0 0 F EV r w.. V .its' a x s ;s z�x -"'+"'`fi z. s d x r A s„ 28 s >20 ...z N7 r .001. Q ums ..023 r 29 21 N1 0 0 0 s,z.� a'i d 3`"F.x..' r m�..,,Mx"�; sz K p e:�t vz§ 063 wr:. 007r a;.. k ,�.t, -r t >x -P�..n Q O i u.> a ;30�• 21 N2.. �mw. a~n�4�. ��sx:� ����:M�� >r.,. 31 21 N3 .068 .013 7.269e 4 Z-315 a mM tr M f r e `R `Y'p'� *s tit a' f Y" a U T y*�`3 K ti �a s 's"z t x y' I y 2 32. .Y�21 fim�,_, µc P, �k ��ti^��N4,..�� a ry =nab. .a, t .a� M.'v�� Q,.a.t�,�, r. kx afi�J k`"�',..q.�Q C c. r..;li�r' k �,�a" ,.w Q .-:,.sdx��s 33 21 N5 .072 .004 0 34.fi 21f t o »`,N T i 1302 OY k �_v .vfiu- e k...m ��>t,�b.�- k,.xak�._ �e..., x 1,k �,z�tr�?^. _,e�;.'.0 ,...���u s. A ,ix� v� ..f"v?3 :5'�a.,. '�,^u.�'."v Q.w. fir, _�.,4, v A.ux,�, h. mmman 35 21 N7 .031 0 0 Joint Reactions LC Joint Label X Obi Y pb] MZ [Ib-ftl 1 10 N1 678.314 2278.928 0 2 2 t SE IM i v t$ 3 a-r �.kg^ h. `k3 M a X3..3.+° y 1: .MI s� iM �>ii' "z.�.^Pr In ps t` �_�=10 N4..,..,.4�v,_r. 1268:386 9268,602._, 3 10 N6 0 4010 326 0 A s ,s,, T 3 k' L. e ("sr t �^"''x 9 s wb Ste`" "'y G fi 'f- Ma e= L' s �asT �,a., X10_ ��.�.:Totals� 1946.7 :.,x.. a 5 10 COG (ft): X: 9.42 Y: 4.5 m x+ tb'y y R rt a s a^ ss., sr a,u• s s 3 :i^ r MU r. ._::18. :.c .�r9a N" NN:I ;.xk.a± .fi�.,. a> s^?' y ,`N r.s"y,.. `r,� a 81D46 1900131.. A�, �:.x „,�'�.�K..ae0�,�y K y 7 18 N4 1136.24 6087.624 0 V650 5 z 1~s- °ti„ N t `c '8` g x I g r� k �r d r 75r a'., aca S2 a 'P'` z r x"'�� "�`w s�'"� .3�+ .P ,8 18,�� t �r:� m,.�� �N6....�_ r �x.�..r� w� 24'12.507: �;0 .IQs. a �d Ezra r>„� n a-.h� e.:s., s..., aa.v�r _°�":=k 9 18 Totals: 1946.7 6600 �k'',` x4 INS �-k r �v x. „a...^i�a" f ly i' rv,`3w`" 5 9 42'2 ira a'ti�. �-�",da; y^y s .7 M''33.d E �w�...���.... _COG�(ft).�� .r ��.._�:'�"����z. 11 19 N1 122.536 4584.537 0 'F�£" x x cy s x, r *ur M1 i r y F v k. f 3 a$ c: 12.. ,.19 t N4. ti x 2070.81:.: 28610.1.1.32 0�,.,, 13 19 N6 1.574 13724.424 0 RV IOM 's N s'F °rte P M`�>N M a 2 s"aR" r` ,�Ti 4. r qi r w i s, x t, 'iv 2: X14 <:19.. a. a, Totals. Yr.�_,.,. _u.. 1946.7 n �37�750 15 19 COG (ft): X: 9.42 Y: 4.5 w ht 8 g -,z•, ..�c3 r, +,u.,,* "k i -i I»:. s �a a s: -v E t 1 I yik '16 .....'20._, u., N1 191'86.704. ..31444609r,f, 17 20 N4 20608.81 62217.318 0 e f 41 YF s,..u-`aP 4' `a lk` $:*r* r "n�4 s Z n. Lz N tt a s r= I$_1,.20.� N6 :_.,.:n �.,..wax..,18814�.. �k18057:292x. 19 20 Totals: 39776.7 48830 0 �"?`n 't r w. a,� s'' raz v s r z-a 20 20 COG(ft).r:xx..,X9421 �,_Y:45.�,z 21 21 N1 27054.698 38929.12 0 h''. rx�sv t .i -,s`Y S: y e. ea` it: lr CFM 3' i'^,."�"... f 2741 e 'S Ep, A�i w,k 'p`' .u�22 21_���� :��.�����N4� p 26582.103 t:���x.>s� ����;:.a,�0...,a�� �l :���i.>E 23 -21 N6 13.101 9823.77 0 Ei s ri a a. S R'bt a r w q S s i 5 �iT i'4 4 S a`< w A r ^Yw :19 ra ,�S c" 9 P-a �i k{s" <24� �21� rr.�, .�Totals� ,nra 53623.7�x �.�tf.e_ ��._.,.:25847 25 21 COG (ft): X: 9.42 Y: 4.5 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Congrete Footings 1 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes 2� X44 Y 27 c S x+. Y Y e" y 3.. Myree `�S'. g 5 d M i`�` 4 tk u °ir l i V. E ��:;IBC.1�C9 fi..sr.� �a _,.���x,��� Yes.. a ���.�Yes. 4���, ���rYesfi Yes r.�x ��Yes7 �.�.,�Yes� 3 IBC 16 10 (a) 1.25 Yes Yes Yes Yes Yes Yes c i MAW, g %F .�t€�'�J3 ta.aF w 2+'� L `2wh 4 5 ]BC 16-1:0 (b) W 1:15. s a v ..:.,Yes =.at, ellWe On .Yes i iwieitg az es _Yes' rr 5 IBC 16 10 (c) 1.15 Yes Yes Yes Yes Yes Yes Ani n s. evE MAN 'v it m y swig= t: o ",t x c€ a° .,rz v s '�b s 6� �IBC-�16 1`1.(a)z�.�,.kcx, .�.�125.x�,� .�:s:�_�.��a�,�YBS.. �,�A,��YYeS w,£� .,.a�,..YeS�:3� ��`;.��Yss��� ��r._�Yes�;�`3�. s�. ��1(es,�,.�. 7 IBC 16 11 (b) 1.15 Yes Yes Yes Yes Yes Yes 8 F IBC- 16 11 (c) AMTZIA MIA5g itlinfM Yes ¢Yes" ,Yes'�.. Yes Yes �s, p�, Yes RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 12 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 12:45 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Load Combination Design (Continued) Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 9 IBC 16 -12 (a) 1.6 Yes Yes Yes Yes Yes Yes #1` x" a t .r- tt g s. a- a R es• 4,.s esl` V u e f MP 0�.- .�:IBC�16 -12 (b)< 1�.�~�., r.�� �,�1.6 �Yes.>? >5� �m;.Y Mr�:k��,�Y ���,m Yes�.�u� �.�Yes�< n�.l'es �.ti. 11 IBC 16 13 (a) 1.6 Yes Yes Yes Yes Yes Yes ay j a' ,z .n n II �i� "r x� "'fit �,a 'r<s. �r g r i t'A .c' it o*s C 12 IB C 16-13u(b)t i�.; f `1 6 mY.es o 2 1. 0 I S .�,.�m a,�� a�.� .w.���.aYes ,�K_._riYes: ��.Yes�,:, a�"Yes���p��.rYes 13 IBC 16 (c) 1.6 Yes Yes Yes Yes Yes Yes 0 3- N OW ISM w q 4 c =veins s k`^ b,:m-.+,.�u ..f ..,.a 'x"c r 4 {fx14 ��=1BC X16 13 (d) �1.6.� �,..�a �es.�, Yes���,� Yes :..Yes `Yes.. x �,,�Yes r �m 15 IBC 16 13 (e) 1.6 Yes Yes Yes Yes Yes Yes rc s r V s xn u m ,r r r cm�.is+^ ate a r s Yes E.... Yes k fl Yes.. .7 -WeIg v_rd Yes, Yes> �:1�6� IBC X16- 1`3 "(��s�.�e�,� ��_.1.6- �.a�. 17 IBC 16 14 1.6 Yes Yes Yes Yes Yes Yes MO S% 1:8 k� r .0 n:..,� .Yes= II,. i .Yes y Y tY s Y si ,Y s ni Yes r,.�v r. a-r, -r� -x �xs& =e e e 'i, 7 t �1�8. �U�lBC�16- �15.�h i 19 DYNAMIC Yes Yes Yes Yes Yes s.20 Jtita aIL:45.', Or 4AVN :S, iiM20 MO0xs. mY @S0M TIZuYeS kt _MYeSn �a� �YeS 1 414 21 IL 15 Yes Yes Yes Yes Yes Load Combinations Description SolvePD.. SR.., BLC Factor BLC factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 IBC 16 -8 DL 1 q t I t v- t 'Fn glAW ?t r 5 J ti EM 4 3 w �vr �y c Yn ,r?' .,i r x w 2� .:IBC .16.9�. �r .DL: �_�1. �LL- Mtn LLS..�..�1 �..r..�- ti.. .,r.�.�� s,..:��.: .,,M% 3 IBC 16-10 (a) DL 1 RLL 1 r f 5-5y L iWa II i G 1� 95,'. i 4 a 4,��'x S-+ ak M f'cq z ?;',&11.k.? s s r. M� ,,.n'�` ��yea EMI rr; 105% rc?., ES IM .z�. e IBC° °16 -10 b ,.r, 5 IBC 16-10 (c) DL 1 RL 1 z T4+ 1 S`ss'� #4x fir z a 5 `j by N Mgr -e PAM .g. .6��� IBC�'It'r1� �`(a) ;�II,�.� �DL.:..�1 _...;LL.� .75u, LLS ..75��'. RLL :75.�_ NOM _tx. MIN >a,���_�� w .x..rt,u 7 IBC 16 (b) DL 1 LL .75 LLS .75 SL .75 IBC ?s16 -11 c S $a.:wi DL: A 1 `z,v LLS, 4 r x W w 3`xk a. r r.t ��8 w a LLS` �.75� �RL� �.w, .i� ���.ti.�.�; ;��_ti g IBC 16-12 (a) DL 1 WL 1 a ^a ,�e rx T n f Y r ''rr r O TM `"`x" aq Magi t t g ,e't za'.i j, a 4 "i 2 �R W s n y w' t^d IBC16- 12'(t) Yes .DL- ax�,1.�;. �EL�. .7.�... ��,..s� ��s` rz .��.,�r, 11 IBC 16 (a) DL 1 WL .75 LL .75 LLS .75 RLL .75 T Y v �t `k eM x K A� 'E LS x Kea x 3 3'_4 s ,r 4 r2 IBC >16- 13 °,(ti). e,DLt 11,. -fiEL, :525= EL1 x:75 'LLS x.,75 >n RLL .75 6 r rte.., ..Z s.. a 13 IBC 16 (c) DL 1 WL .75 LL .75 LLS .75 SL .75 I C IBC 16=13 d h t. d 1 =r R ig. X14 .�..r �.DL �1..,� :EL..:525. TEN ,75�� 'LLS �.:75.. r _SL. ..75.E $�a r. ;.���rs��> ,n,. .t,.,, 15 IBC 16 13 (e) DL 1 WL .75 LL .75 LLS .75 RL .75 �,16 IBC 16 01 P :::t 4DL �f X5.5.. 0: 1 k N a 4,5 .'tfl_ 1 DEL 523r =LLr. ,.7,5� -LLS II :75�� ,RL�� ...75�w �r..,� �,�...r..Z 17 IBC 16 14 DL .6 WL 1 i!, .y x"` a ;ir `z" r t S x q t tt` ",k 7 �`r„TM i u o r t 1,8�..IBC.16 -15r. Yes _DL .�.6 wEL„ ;7..,: k.,LL 19 DYNAMIC Yes Y DL 1 IL 1 EL .7 r s� .y s w c r� m �$z ni a s a ,a Mal; �r s =s- r a a �.s c.4 c 20 ?4 tIL�.45�. Yes Y�.. 3 Ni .1.�. 0E2 .14 .Eta: F .7 a a, F ,wv a a W ti 21 IL 15 Yes Y DL 1 OL3 1 EL .7 Member Point Loads (BLC 1 DEAD LOAD) Member Label Direction Magnitudg[Ib.Ib -ft] Location[ft. 1 1 M4 1 y -11000 2.92 Member Point Loads (BLC 2 IMPACT LOAD VERT) Member Label Direction Magnitudg[ib.Ib -ft] Location[ff. 1 1 1 M4 1 y 1 -26750 1 2.92 Member Point Loads (BLC 3 SEISMIC) Member Label Direction Magnitudepb.lb -ft] Locationjft. 1 1 I M4 1 x 1 2781 2.92 Member Point Loads (BLC 4 rotor moment) Member Label Direction Magnitudellb.Ib -ft] Locatior t. /Q] 1 1 1 M4 M 1 670230 1 2.92 RISA -2D Version 8.0.3 [C: \RISA111137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 13 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 12:45 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member Point Loads (BLC 5 IL fad 45 DEG) Member Label Direction Magnitude[Ib.Ib -ft] Location[ft. 1 M4 �xa��r4.� u s X ,��r<~< 37830 �>z 2 92 F 2 w M4, t__ gig x.. �r 4� I �Y m t I w r r, 37.830 h,,. A 25 _i .ti r,. r.2.§Vi rai Member Point Loads (BLC 6 IL 0 15 DEG) Member Label Direction Magnitude[lb.lb -ft] Location[ft. 1 M4 -14847 2.92 Y s"'3-I N., ...v _s',{z ';a'z'.,.' kA. .'f rc�� M ,�.r'z �`OO! NE s a�`�.; i 'ia :xs INI4_ X 51677 2:92 Material Takeoff Material Size Pieces Length[ft] Weight[LB] 1 Hot Rolled Steel .3:2 A500.,Gr 46 r. g ;wr.HSS12X6X8' 4 x 2 k :rt531, ,,...,x5. 13 ..r. 677.6 3 A500 Gr.46 HSS3X2.5X4 4 15.8 118.5 rx v ti u: :r 'k. t c i' q 'u m '`x'.,'k 1 3 3. 5 '.'+try- a 1 ..4. w. ��F..r A500. Gr:46,~.� .rr r�s ,'HSS6X6X4�, x .��r �a.�x 3.�. ti ....r,. a 240..E 5 Total HR Steel 9 42.3 1036.1 General Material Properties Label E [ksi] G [ksil Nu Therm (\1E5 F) Density[Iblft^3j 1 aen Conc3NW 3155 1372 .15 .6 145 t�E 1 +A -k '-Y'� -z?i' i l? rt `N v i tl k Fk S '4T f b ,k •PS Y f2 r1 1: ge fi Conc4NW ti v.3644 1584k.:.. r. >.15..;, 5 ,r. y i :.L -41145 3 aen Conc3LW 2085 906 .15 .6 109.999 k c �,a�w.kc. ...:asr ��•v r ref 7c4,� r,+F cy -+::�9 c rz x g r ..i4' r en 3 e a -,1 th gen Conc4LW 2408 Q V 1047w�..° V 15 6...�.... I (109.999 .21 5 aen Alum 10600 4077 .3 1.29 173 A, .E e .Y s ftir n�"s.' �Ka. 3 ��k: �;r i.,i'N bi., R. `N `Li' ,a.... P EE;.. s?.�u�, .,,,�''.*:.,.,.65 rc`1�.`, k.. w_. 't,. 7 Steel 29000 S 11154 ..r 3 A490 7 RIGID 1e +7 0 0 0 Hot Rolled Steel Properties Label E [ksjj G Nu Therm 01E5 F) Density[Ib/ft ^3] Yieldjpsi] 1 A36 Gr.36 29000 11154 .3 .65 490 36000 2 gA #A5721Gr.50 M Or ;t f. 5, �29Q00. u..11154, .3 s.., .4 t�, .65 490ri �t.��.. N::50d00, 3 A992 29000 11154 .3 .65 490 50000 14fii UMW' 5001 r4Vgag !=29000412 40,M 4 z... ig {.VEn ti..�� ,iM85 itt.,I ill 0W0 ef4 5 A500 Gr.46 29000 11154 .3 .65 490 46000 Member Primary Data Label I Joint J Joint Rotate(degl Section /Shape Type Design List Material Design Rules 1 M1 Ni N2 COL Beam Tube A500 Gr.46 COL `4 t^ x 2144303• 3 4 L rr§R"v$7 mss. �'t, rxs2,,, d"_ ..':2. f N2 7 6 5 .BEAM .Beam ..a E. Tube. A5000r.46. fi .BEAM_rte 3 M3 N3 N4 COL Beam Tube A500 Gr.46 COL raw NMEMCilliMi #N3, g.n raAN5'ila ZEZMES MIVIBEAMON Beam ;Tube. :A5003Gr40 BEAM` 5 M5 N5 N6 COL Beam Tube A500 Gr.46 COL Mi~ 4 .A500.Gr46; OZ 5:36Z �....��`M8' M..x* MS M:281:14, N7, kn ,.:.STRUT Beams �.,:..Tube���,�,x ,STRUT 7 M9 N7 N4 STRUT Beam Tube A500 Gr.46 STRUT 8 ....M1Q'. ZAN33A1M1114 ,x..t 2' STRUTS U t.Beam' l Nalqabitta A5001Gr461= NSTRUTM 9 M11 N7 N1 STRUT Beam Tube A500 Gr.46 STRUT Member Advanced Data Label I Release J Release I Offsetfnj J Offsetlln] T/C Only Physical TOM Inactive 1 M1 PIN PIN Yes RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 14 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 12:45 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member Advanced Data (Continued) Label I Release J Release I Offsetln] J Offset[n] T/C Only Physical TOM Inactive 3 M3 PIN PIN Yes 4. f M42 M. ,...'PINES rftCMIMVI #...a tl'es Bg.. G: 5 M5 PIN PIN Yes {',r d t a k' *y s N aj °ti .x -.c XS a..£ w"'x" �s FN ^z'' x+ t` sad,, t ammo .����xMB� PIN,�,�4t PIN.��..., ,�,x.s� T �,�R �..,.,Yes�.,.� u���� ��.s 7 M9 PIN PIN Yes 3 M i O xx 3 r N F alit s 3 s x i^. u s 4 z t 'fr -va Y ^X 'x 3 A r s° t ,?k *e x�,8 �r_. 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Aug 9, 2011 Desi SR 12:45 PM Job Number 1113 7 LONGITUDINAL FRAME Checked By: Member Section Stresses B Combination Continued LC Member Label Sec Axial[ps] Shear[psti Too Bendina[psi] Bot Bendina[psi] 1 t 59 4 3456.227 0 0 0 1 6 �x ?l 3 .u:.5 H 0 xS r x 3.':' 5 s3 K Y- 3 i y s s n, i. e 4r a r V .x��a�s,r .u_.c... 5s �s^.w .*N2xia�ra2.x {..��..��.w5;. .nr -..a e. w�.4 :C >,l,�T.� 3456.227s �m,A �.-w 0.� w;,k _x 0.' w »:.4,. _u��.,.��4'�O v,�a� Iti, 161 20 M8 1 11252.14 0 0 0 1':62 ..:.v 4 a K.. n r FM' q k V c �i,. t a u m R� -x M I ti x W ,2 'x "a .;Y �.,�,�.,A e 2, fi ,k�. a 11�252.14t;,� ,,f �;5.�:�.0 �t, {rr.�� „0� �w ..0 -��z� 163 3 11252.14 0 0 0 ��1'6 t v ,3.4 t r Fr i^ rt R7 .c ar i 3 T,1. �-j `x,,. c'` ec r Y,. s"x:, �"e 4. b_ x���; �,_ta,� �,��4 b.��� _a 1�1 :252.14;��.��_�z .0�.�,... ,,,.K M 0 O.w� 165 5 11252.14 0 0 0 ,1,:'66 °.1340i11.5 i R. v, `M911-attV;,, glajACak22416i1V6IMI fiaMPIAfcrimeav zettamommigit .i, 0; 167 2 11619.76 0 0 0 1.68. c Li r L Z e. E z k A C t 1 i n d s z 4 r a.�.r E�.:�. 3�.��� �1�1�.619.76w� �7�,r0,.�, ..�,._.�0ti r..�.�.x�. ..�,x0�;== �.�..�N 169 4 11619.76 0 0 0 1:70 ElkNOROWN251001111 '.,5.. S 6ViVt6fgW6aB Printgoragm YO, ii. q i 0 171 20 M10 1 10355.362 0 0 0 t.".' F: -:w K a+ A t 7,� y g T 9 a Y- 117 2 l r3 O tti y� 172 ..�1...,w {.,r 2. �f {...10355.362 s.� ,.0.,r,. �.,�.,,,:0 173 3 10355.362 0 0 0 ='174 .F _U".,_.Y, 0, 0 Mgr, t��> ���4 �1035536 ,J r<ticr ,r sx_..r n .��T z r.,,�a.r� ��:..t r^-' ev% -,..w s K f' ,re. 1 175 5 10355.362 0 0 0 AM 1!:76 ..;20 :a, a.:.., ".M11 "r g5:I' 1,f, �.k 10780.23T; �'0. r..�"` ...s 0 agaZKAIPIPIKW 177 2 10780.237 0 0 0 +.�.2 t Ny.,x "S x ?fi k r <'r. A 0 +r 0 tx r 1�78� �7� �w, 1.07 <80.237t ri 179 4 10780.237 0 0 0 180 K ;,,y;; X ..R .;Y 5i M Ogfrit0801:2 8102 RaMil6Watna 0. 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K,_ h .1:CA P CI A ..M. w S sir. 3, r. gat ..1737.483 NZ E B 160.4452 .v a:55.464 SfiriS41 189 4 1737.483 160.452 2315.886 2315.886 p T' t IIR x ,R z -,w z a N P; ea; B L 3 r ti `t•' n t 190. r_. u. a y ,c5 ..1737 483 160:.452 ,r- -3087 848 3087.848` 191 21 M3 1 6790.738 0 0 0 %'192k 61.10Z "C:,'`�"^ri r• I C t iti Ra y '�x. a Y t x i S r +4 n '��Sat: i g 'Fk.7; 2 �u .6790. 3�- 0 ,f., �0:, �.��.0 <.3_..�,�x 0��, 193 3 6790.738 0 0 0 e n i� L^H a'r< t� v M +7 x r A `S e Y 3tt� x u i re ,s z ra �cc R V'[3 a X1`94t,�N,P =,h �.m„ *ti4:.,, L,.,Z:6790738 �,,.w._�0.,.,..,.1i;:giz.<':A0 4 rry�,. t.0'r,�., 195 5 6790.738 0 t 0 0 fil.:9'&1 E.212 RAVa ig M4f 4,. ,K. a i 1 4 .A501.491 °u _,k f 1436 055 3087.84& .,C 3087848. 197 2 -3501.491 1436.055 3821.266 -3821.266 1:984Ela.. y. =rm z aummat a 3 rz urg 879'984. a', x:8467.52 8467'52 1at 199 4 -.855 879.984 4233.76 4233.76 2001 ,kilo 4 x x 4 5 x.855 p 9 E E r i �s t>n,a o-.'„:.,.�„ S.. w�'a�`�G -�..n ,,{n:.+ b. c a,.!'E t 3 a3�m- 07�7:984,�rn- -.,.{s ,�w-�i ,t;aQ ,r.,�a E`t.. ,.�...,'�wa..,..0. s� 201 21 M5 1 1880.303 0 0 0 ;1021 su tic xc fi ;��,t�a�y h f sn r I a s 5 a I r d WSW, k.... S .v.z t u'3x'�.7�.+.�...?�. ...e tai' ....,.�5 2 �...1 880.303 cF.„.... A 0 pfi:..a..�. ,0 U �E 2V i` c 203 3 1880.303 0 0 0 4. x r s. 1 4 .s d A k^., t i Y O 5:��'iN1 i 5 if {,>„�.k:_ 0 rn P a >'16r _a'r2P ::_204� x.�., ��vr��..._ 4��..�u �.,.�,1`8.0.303��. 205 5 1880.303 0 0 0 206a .6121k. M8 a 51 14433.24.';., 7, 0 .j w ::02A1 WicaaMMON 20 2 14433.24 0 0 0 208# kt.all z r r_ .1. h a,,. r r x ti i t, K ,m., :��.,.3 14433:24 ���.0.._ .::0, ..0 25 209 4 14433.24 0 0 0 w _210 MUM mss, 5 N 14433.24.0.... 0 ..x. 0 211 21 M9 1 14980.419 0 0 0 X212 1 s t ti VZ S 14980.419 0 gg ,j f w p gitga 0 213 3 14980.419 0 0 0 1214 EME„ F ,z ,4...._. 14980.419 7. 0 0,,. iMs,IE: kaMISVONalin 215 5 14980.419 0 0 0 RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 26 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 12:45 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member Section Stresses (Bv Combination) (Continued) LC Member Label Sec Axiallosil Shearlasil Too Bendinalosil Bot Bendinalosil :.216.. 21 W =r N.. ,5 M10 r... t:;`,1 1146791014 e 5 ,0.: MOw 0.N M TAIERVAMEM 217 2 14679.014 0 0 0 ‘1Z •;14q 4679.014 v kiVfZtotaZRN au$ '0.3.. t: CRh;_3....0 O =a 219 4 14679.014 0 0 0 }a. g x €z s< d ..A k s y 0 Y xW i sa 1 c r- a a ��220 r�...�.,....x.�� ��,�,�k,�.,�.��,.�_.���.� ._�.�.5�au� .....14f79,014�� J�,_�_�����O��n� z�����.�_.�_ O�.G��.k. 221 21 M11 1 15200.182 0 0 0 X222_.. ...M .,a1124Maga a F 152U0:18ZM ..VN. =0MM> S EMYWGZRSTA Mr'se =.0aa5e 223 3 15200.182 0 0 0 X224 ..x. x: t 3 s :t 4 m -_.4, "1'S200:182�� W ,fi_ VVV: V Z an' V_ 225 5 15200.182 0 0 0 RISA -2D Version 8.0.3 [C:\RISA \11137 LONG FRAME(OPPOSITE DIRECTION OF LOADS).r2d] Page 27 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:02 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 DEAD LOAD DL 1 4�2� a r s M rs•`a.�s. t g u k s' i h r Et F.et x aa�� .��IMPACT�LOAD�VERT� .�a~�,,. ,,u_ lL�.:� m.�u._,� _�,�.t <.��w �a.�����a� ,r��.�::�� M.b >.x 3 SEISMIC EL 1 ,4 .1, r. rotor moment «mot?" gaitiMMAVISNMIleta MOMS MAISET $2901011M1 mama ammo 5 IL 0 45 DEG O L2 2 NOR MS IL� aC�..�15.iDEG �,x <w�.,:OLOM.__..ERESkti�.;�_,._ na.TM PRAWRit MNIEZEN agig e:.a Mt-Akre Joint Boundary Conditions Joint Label X [lb/in] Yilhanl Rotation[k- ft/rad] Footing 1 Ni Reaction Reaction U::;.121', k ytc d g e Mat a� aaz Y x z a f: t k-t M X r k� ,S' 5 t a r` N4 �._N �,.�:�<�.Reaction_��.�.. .F�.... Reactiort��..� �F_ <.��.E.,��� 3 N6 Reaction Reaction 1i 'M `e, i cz a a� a :9' N 'r for t: t r ya-` `r` a a x z t ix, x a '�'.e:'..� r -�t4. r e� 3�M`,vs N2.. M= ka ,h.. ,.�.`,a,.SlQry3<1r�i< ;+ea1:'f >7 "n :.$t. ��,y< s.Yr, �_w�. .<awx a i ,�r 5 N3 Story 1 six `6 g..q. u..,..:,.1<z,.;: NSh.-, sr,.,,., eb�..�'t,t z� es cl,r.#....r.%+e';,...u,Pg 5 t n k'ati ["3,, 1 t �.,t�.1.Story 1 <,t .G w �.k w.,a �..�H:.ar _b�: Hot Rolled Steel Design Parameters Label Shape Length[.., Lb- out[ft] Lb in[ft] Lcomp top.. Lconip bot.., K-out K -in Cm Cb Out s... In sway f uncti... 1 M1 COL 4.75 Lateral 1 u2 M2 'BEAM x a" a k x m r m n x g'�r �a� �S z,.a�6:5 ._a'b _.,<E a, s Vs. x...., �r_.r t� s .v MN Lateral 3 M3 COL 4.75 Lateral �x�4 H y it- y X g Y r E r °3 UMW 4, MO E% eat F ''er M a nett am r .M4.:,x� BEA1Vh� x.6.5 v�.�., ,��..�w._� w� Lateral 5 M5 COL 4.75 Lateral �6 'i Sr ,..`z 4 rW r s V a ne a MOM a'' t° a s C E? r h. �:M$ =.ST.R1)T� ..4:U25.< :��r, <a�',�h�..� .��.z r Lateral 7 M9 STRUT 4.025 Lateral ifre2 M10 1 STRUT' ,s.._ s ti a �r K y� �.t F 4025= DIM= ,.rr a `4 k a� s �.4.a.�`�:�+ xs Ran Lateral 9 M11 STRUT 4.025 Lateral Member MSC ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc..,Shea..Loc..,Fa[pslFt[psa Fb[psi7 Cb Cm_ Eqn 1 10 M1 HSS6X.., .004 0 .000 0 2569.. 27600 30360 1.75 .6 H2 -1 `v" t n t' HSS12.. r a k �1 `lx t h to gr gel x Y 2_ .1'U`� M2.��. .�074�: �..��,>a:,; �6 .005 =�0�� 22 93.: 27600 �::"�,4�.:,h�39360x��'_.,�� 175 �6� H14 3 10 M3 HSS6X.. _052 0 .000 0 2569.. 27600 30360 1.75 .6 H1 -1 a :4I. 1'0li M4. c HSS12 :_.?:Y c+ t #a'¢ti v x A a �,,aea`1r+ m% G v r r s 166.�,,.�s._.._�::.�;� -2:911 ;0341 .,0 2293::27600 <..30360�Y.�.�..�.� x1F;��.� H1 5 10 M5 HSS6X.. .030 0 .000 0 2569.. 7600 30360 1.75 .6 H1 27600 2246 6 i 10' M8 HSSSX e 5, $f el r �.A.012I" z 0�-, :000. :�0.�� Man 30360��f�: x7 6l H24 7 10 M9 HSS3X.. .012 0 .000 0 2246.. 27600 30360 1.75 .6 H2 -1 �8 g s HS33X' a i .1 a .r �1U.. 035. .�g.,ff�� .,,0�� :000 .�0 x; 2246:. 27600 ..�.`<�30360���1��= 1'4,5 ..,6� H1.;:1' 9 10 M11 HSS3X.. .035 0 .000 0 2246.. 27600 30360 1.75 .6 H1 h1W 1;8 M1 1 ISSSX ir naMgt.000p ,;0:, ._0 x. 2569::27600 63.EN1403601aReN1.75 H2:4 11 18 M2 HSS12... .046 6.5 .003 0 2293.. 27600 30360 1.75 .6 H1 -2 12 18 •slM3 ti, H SS6X („�r �x k 02 I t -0 ,.000; r P f .6 „2� a x,3�< a���s,1'�� a. 9.. v ,.0�, 2569 27600 „s ..�u� 30360 1 75 �3 H1..1 13 18 M4 HSS12... .102 2.911 0 2293.. 27600i 30360 1 1 H1 v HSS6X ,K t 0 0004 Z. 30360: t a414...n.18�� M5.�s u,.��- .t.��,�.018� ..n,��. x;2569::2760041 .N, i.r� �x,�� *.P175.6 H14 15 18 M8 HSS3X.. .015 0 .000 0 2246.. 27600 30360 1.75 .6 H2 A V X18 t.M94 HSS3X t .;`.,_nt'..01 .4 'z 2246 .27600 x 1 75 H2;1` 5� :.0.....:000. ,..0 30360:j. .6 17 18 M10 HSS3X.., .031 0 .000 0 2246.. 27600 30360 1.75 .6 H1 -1 18 v y18h ..M11 HSSSX! i r. .s�. 0 xr 5i 2246 27600 `r"`. r, 1.75 s H1 -1 31 �p .:000 d0.� 30360.;:x`, 6 H1 19 19 M1 HSS6X.. .025 0 .000 0 2569.. 27600 30360 1.75 .6 H2 =20 19t VliZIA HSS:12 r t ,,;;.x..246 f M i.C6 F :01 °6r w 0; 2293. 27600 MORNEIg30360=x' E 1.75 6 H241; 21 19 M3 HSS6X.. .192 0 .000 0 2569.. 27600 30360 1.75 ,6 H1 -1 .m 22 19 .'M4��`;c HSS1 f. _M t 2:9 .11 0 .::2293.. 27600 3036 3 .1.,At, H1-3 Oar, RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME.r2d] Page 10 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:02 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member AISC ASD Steel Code Checks (Bv Combination) (Continued) LC Member Shape UC Max Loc...Shea..Loc..,Fa[psaFt[psj7 Fb[psa Cb Cm Eqn 23 19 M5 HSS6X.. .102 0 .000 0 2569.. 27600 30360 1.75 .6 H1 -1 24!. X19 TyM8 r �t 2246`. 27600 moo, ,em M,Y '`1 .:1} *Mat HSS3X .A08 r ,.0., ..000 .�0 3 0360 75 �:6� H1 25 19 M9 HSS3X.. .008 0 .000 0 2246.. 27600 30360 1.75 .6 H1 -1 y; Y m tr z =sn -,xM .v b 3� g d ,x k �26K„ a19:'.ri.M.10ki HSS3X .057.,f; Z; �.s0 .000 :0 2246.27600,.,. ,'w.� rw.."} -.1175 .6 H1-1 27 19 M11 HSS3X.. .057 0 .000 0 2246.. 27600 30360 1.75 .6 H1 -1 '28 l lo.' Vz WO HSS6X V 061 ,,r��.. i j VIRM.; U4 .000 2569E27600 naitil 303601, 4T, M1 75:6: H1A HSS6X 29 20 M2 HSS12... .385 6.5 .022 0 2293.. 27600 30360 1.75 .6 H1 -2 1 ,14 3 FA Ot 3 041 x.430 2U:. M3` 5., �7�.. �:F;x.�:.. ;�0�. 2569.: 276 00 .�..:fr1�75 1 000 ..,....036. t H1 31 20 M4 HSS12... .829 2.911 .153 0 2293.. 27600 30360 1 1 H1 -3 s 32 VfX 5 P "N: HSS6XE .n* .0..... ..129 =w7;, E.t,.:.: =,'0 .000 WI.62 2569.. 27600 manw.0366,ZIWZR 1.75 ,Z :C H1 1,? 33 20 M8 HSS3X... .357 0 .000 0 2246.. 27600, 30360 1.75 .6 H2 -1 ,,,.34 X20. M9V,. HSS3x f .....:..357a,;� "�=0 •OOU 0� 2246= .27600 V ,r h a.1 F75 �g� M2 1= 35 20 M10 HSS3X.. .559 0 .000 0 2246.. 27600 30360 1.75 .6 H1 -1 x;:36 .20 .•M11 HSS3x 559. `..I cicW1 11) 00. DE 2246.x' 27600 .,.a,, ,;1 75 .V H1.•; 37 21 M1 HSS6X.. .116 0 .000 0 2569.. 27600 30360 1.75 .6 H1 -1 `381 .21...x M2? 4. HSS12. ,%j. '.'..2 264 0;51 .013 111 2293'2'2 27600:Mr.N_ xR 30360 :4.. 1`75,t 6` H1-2 39 21 M3 HSS6X.. .010 0 .000 0 2569.. 27600 30360 1.75 .6 H2 -1 ,40.t411t R M4 0 HSS 2: r _.__..538 K..:" ,"t 2.911 2293..2 w.,._.. H1.1` ..082 �.0��. 30360. t1, ..1..a 41 21 M5 HSS6X.. .067 0 .000 0 2569.. 27600 30360 1.75 .6 H1 -1 ^ax'' FX s 1 t t L. 4 s S 5 S k. 21::: VA M804 HSS3X ,4,..1:, ..508 ti ..Z :=4- ,a�......:0 X 000 0 2246: 27600..., 80360, y Piri 7,5'W H244 43 21 M9 HSS3X.. .30360 6 50 0 .000 0 2246.27600 30360 1.75 .6 H2-1 '44 i21�� s�M10; HSS3X �.',�a� h�719 .0_, x.000 ''MC G1. 2246 ..���w 1°75 H1.1' 45 21 M11 HSS3X.. 19 0 .000 0 2246.. ,27600 30360 1.75 .6 H1 -1 Joint Coordinates and Temperatures Label X [ft] Y [ft] Temp [F] 1 N1 0 0 0 2 g t N2 k V i5 8 t 4 t 4 ti�.�� u .y�,�� w� a 4.75. x4„ 44_�,�� Ns:0 W:M 3 N3 6.5 4.75 0 4W IS A ^t E.Y S x" Z 's iS2�; _fy �s^' t �r X. Y 2 M1 ,t' F k V P 3 S 3 '«C .,e:.4 2 x, s,.. =.u, „,as N4. .-.0 J�r>y�s .,h ?�....x.� ,c_'.� <5:6.5... t, .e. °.`,a �va0 wv ,R. 1$. .i�:0.. t. ti. 5 N5 13 4.75 0 E6 ^ri A 4 e i ye .-3'a m xy i rt 'r va,. q .f s. t; y 4 R t e 7 N7 3.25 2.375 0 Joint Deflections LC Joint Label X [in] YJjn] Rotation [rad] 1 10 N1 0 0 0 kd:' z a it n s t t o c *i c M z p. `�r, I zt B T k 2�� .z 1�0 N2.1 x .001 �0 .y �r=,� �,�...,rxt, �-0 ti,1WM 3 10 N3 -.001 -.003 3.725e t 2 ,rF' S y. Ott- w+ S 3 ?rc NE i9' 2 i i 1: J+`$,. 1.S'wifM ,3.E 'i" U M` G:t'k`se.":. .,.M0 tZi 5 10 N5 -.001 -.001 0 IMO: Ng K a„w 'k C'' -kar t rt ^s `?c v r 2 x s w a 1 i I s `n it 1 i.; l -S s Y'+i r� x r :�6�. 1.0. �.���r �A�:.N6� p.��..r_.,�.;�,�? xt ��.,,�_k� {�0,�. .h� .5... �,,Y m,r.ti_.0 0 rv� 7 10 N7 -.001 0 0 4 r'A,.,S �F. r�+z..r i 7 vk x z`; #.2 �.4 sR' a, kr c 3 CMC .,gig ��.18�..... ��.�.,�s�_ .,.�t,,.N1 �.�.w�,.,�.0..vn .,��.,..�t� ��.��.h�0� '��,.�.0��`°;.�.,,�.,.. 9 18 N2 -.002 0 0 �00X x...: r F, i, .:x+ d M x xs aPr ig i t ,i q c Y" x r s 5 k m c ,fi a r N WIVE: -3 t�� ����rr�;, _..002 -:001 u 2228e -4� 11 18 N4 0 0 0 �'y 514801 e s 3¢,.: r, tr ai k i .3,5,x.1 2 Y i�_ K z A .e i ..sur i '�.M x ��12� :5.�� <;a s... <b,.� t ��<a�aa R�.�, �.v. .:002 a$7� v. ,,z"4„�..��z0, r,;,t�d.;r,- ,`.Elu�����3�� O.�w.. #MZE 13 18 N6 0 0 0 "14 n r aMN7Ka'w C.0 firs. as r ,.4 .001 .swM _s.chaW.ia i?. a x ISra0 .i., .,w a. 15 19 N1 0 0 0 'd r a u?' S t 4. s v v., b R 3at._ ,,,ax? a+�,x., +v tS,. s�vb.x.C. a y_ra u�*" r �,.vi r ..'c a .x;16 �g A N2,�_.,=r .002 4 wh 001 t ��x0��, 17 19 N3 .002 -.01 1.282e -3 k ;r s,#t g v r 'x`. 7, rv sc swm ,s `";F' j2 k ,.fs m ug. t twowat s 11 r i x, 2 0 gtQ f 19 19 N5 .002 -.005 0 RISA -2D Version 8.0.3 [C:\RISA \11137 LONG FRAME.r2d] Page 11 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:02 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Joint Deflections (Continued) LC Joint Label X finl Y finl Rotation fradl t+ a X x �,4 s x g r i tiv� 5"*� fi l l Fa' r ai ry` Yf °r p k ux�'- a�., ��a, NI�f-.' `;_:"��'s."� ✓`'�"lx:.,��� ..��'i'�.v�s ���O�£�z'. {',`s:..;..u�. �`�a��`�.',,��i�.. �.�v�^. ��0.?. �.".�°�,'�r �.�.k �`t°��,��;�ur»z".0 ���'a�,x„+."�.��..,'A -.001 -.002 0 21 19 N T .::Z2 g 1. c, 5, 21'W r� n�+ �,d., r te 'S �t...c= t'� i 3 .sue ,s a'U Rr'� x„ I re j u ..r "z a32O�'a..is ..z =..k.. ,��se .rsu�' N:I� 4 5�. "�i.,'`x m .,vu4 -..�v� i, s a' t5Ts; r� 'Ou�.:{�`,�''.:"3r°�`�'. }x'�z. �,3:.. `,u5 '°R.:.OIi�SsW�?., A �FS-r ;;F`r.+t,� a'+a ak,:.::,. 4�:Oc,:s..,� r `.4�i.:` 23 20 N2 .043 .003 0 y ,pe "'o F 3 P{ Fes" .a,i.w �'.'h d. 3!.+ C' z3'.::1, ue WI LT" ,L., �3 a 3 e X24 Y r�20 �N.3 046�� .,007�,.,�.x:.��� ,m1 627e- 3������ 25 20 N4 0 0 0 err- s MOM °r t .rc>. .r• 1 rt� us r 9 u r ma.` 1. i' O r{ s t t z vb e s?,.ro y ,a.,,rre:r M a,^ `"26 ��s���,'v20Y`3.r_�1���s� ir,�: x�Y�' �N��. f.:. S�sr:e4sb�x,��sr..i+h� .y'�:e��,. �05 :.'ar :a "�,�t�M �z-- OO.7�'�.,� rr'2 .,�.�`+.x`i.O r a �u a�.... :,ate 27 20 N6 0 0 0 E° s x a,T,xr F i aan h ga �,xr mx k� -MTI ,.;Y«; ME N if! z'n' ".,s i i r�,.N it 7x ,4 ti <:023 <..lMit i t 'fsz. 004 ".:tt s ue :WW11241CI WZI 29 21 N/ 0 0 0 X30 x �aN` s'e". �a k¢ I �"5:.., 4",^s `s k`�. €tp:. E x�t Rs3,`" `-4 G:"k a t `-a^ K T r MOM tt�N.. s ��s� u. 4 a_ .062 a s t�.�.. �.�.�.U06 r.r:�, »Om_k�ti 31 21 N3 .067 0 8.337e 4 ;A21 geltIN SSMMZirfiETN4:0ECVZZMS 4 ..r=., t 0 0 H n 0 i 33 21 N5 .072 .003 0 534;, 3 M li iN f� t 51�. fi�tk 'R r 21 e. m. �'""'a v�fi, 3........ c. fit. ....._.,.�..w^C 4.ti3O� 4 a._3e; =,x �r*=h, k'„ <O'�.',i..° �`.ie .'r'� '�`3: m°4' ^�-�.O ,`��'„uE....,... r"s 35 21 N7 -.031 -.003 0 Joint Reactions LC Joint Label X pb] Y Obi MZ pb-ft] 1 10 N11 1379.538 442.217 0 tvag tiMIVAN .,~.E ,ARx NCR 4 N .r, 567.162,; gi w6596:615s4 i'�. ENSMVITOTMEMZ 3 10 N6 0 3961.167 0 Ake ggrfOiti nt651 T.dtals: MM' 1946.7 r M;000ot 7 I IE IC k 5 10 COG (ft): X: 9.42 Y: 4.75 ��,r 1 a.. '4 i I -,T,:lZ' 'y Ar s a t x ,zir- s a r v O F .:m- ��6�� '18t t� NCI 3..� n z�.. �1232�= 209��� ;828.527 �.�;���.��...x�, s,w., .xa'�i.o.�"�m.x, c$>:`x,�la�' 4 k ar '3�R:�” fa�w �s� ��:.z 4, 7 18 N4 714.491 3400.611 0 ,o Fi�iarq �sr =°`'c-�v 4:.-v �.�„a x 6MV Y ,s t ,ts '4 FR ,1 "VEMIS ?.T c t. a�.r�r f u,:= Ilt I x MV:61 >8.. 18 N 0 2370.$62 0 5�, w 9 18 Totals: 1946.7 6600 9 9$ �"r r �Y "P" s, t e n H. >t k "r #cx ;i: P q s a fi x^ 3 10 i 1$ a. :,�,.b.f5�..� �4. COG.d(ft�). ��W� N s ``X:I9 42 ,f itil. 4.75,. w 11 19 N11 2274.473 1907.446 0 12 CUBE 3-;.,'k ,C. ,'F A'�,..rtj t1 X' v P "S '5� 3y .Y...°r t i «cal.. e .q A ryl 3:0S i ri19 r ��N4 �s a �a.1S- 328164 y.a�� >k..,,26027:986:> o 0 R 13 19 N6 .391 13629.46 0 iq WOW r ri f .s�''. r d i, 7 :d t%... 3 t T E s r F° ;i< n 0 ,�;�14 b�,.:"fotals. t �..1946.7� 37�750�,. _e,.,� b..�._z� 15 19 COG (ft): X: 9.42 Y: 4.75 3w16 1 i.r26IN Y`INSWA 1 e, xn. rt° 2 ff s I 2 6 z t y r w >i s�R;>w. �...��:.�2 305.084�...�.. .�,K.�:° 4508.076 f�w ������..��0.� =���>ti�a� 17 20 N4 17486.799 6971.926 0 f� ...pent E 6 ry$ r'” �*ZZI �15 :183` �,s t I tt .18 ,�t20 N �.�,�17349.997 ...:ra��.��c.� 0.�,'.��,��;�. 19 20 Totals: 39776.7 48830 i_ ;2510111 M E C(O ft� r„ N i X 9 42 A x Y IISC O F M M fir 21 21 N1 28709.997 36538.079 0 a `s'. rY" li 3s „-:eaa 'av�.,'M `'`sue.'^"T r F sa 4f.N 4 s 2 s m W a v t 22 .=w,..21 y 4.Y rNgE..< v r.k. ;324924979 ,A 19631.917. ..rte, 0 23 21 N6 11.277 8940.838 0 U' °3 c r= y, are s r6 s s T 'k .P° u,Ti"- t g,. s 1 m^a s r O c r ,`�24. 3., 21 x f��� r� ��_,��.�����Totals? r.�� �.�.0 _x.� 53623.7 ��,a 25847.�..�'.� 25 21 COG (ft): X: 9.42 Y: 4.75 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 IBC 16 .9 Yes Yes Yes Yes Yes Yes i a".' t "s. i Y' k t#r 1 MOM Z 21 x4 3 h e F u 1- A+ :x. 3 it T33' 2-�. �IBC�:16 -9 s�., vx,< Yesmr..� =Yes, >wYes �,':�Yes� 3 IBC 16 -10j. 1.25 Yes Yes Yes Yes Yes Yes MUM µyy g t: K q .t h -m i y �Y i bz'� �4 %W t "c -c =`n,y. tl> �''d�t swam r��.�.�,�, 1:315 k��,vk .r_ Yes Yes Yes Y Yes ��,:�Yes�� �..���Yes� 5 BC 16 -10 (c) 1.15 Yes Yes Yes Yes Yes Yes 6 Y e, i. ,r t t 2 .1 s4 Y a uy t 1 x 1 of r v-aa v a tt 1.. =ABC 16 -171, (a)� <v s~ �;r =1.25.. k�� t� Yes =r. Yes 3r x;�:�Y��,��... „��Yes;;r, :�,_�.:.�Yss $.���,�.Yes. *�,A 7 IBC 16 -11 (b) 1.15 Yes Yes Yes Yes Yes Yes 8 ,IBCn16 ,11 LL r U...� w. 1:K15 ..Wi, :',2 .Yes Y ::Yes.,..; x ValtritliZ RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME.r2d] Page 12 Company ZENOVIC ASSOC. Au 9, 2011 Desi SRH 1:02 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Load Combination Design (Continued) Description ASIF CD ABIF Service Itot Rolled Cold Formed Wood Concrete Footings 9 IBC 16 -12 (a) 1.6 Yes Yes Yes Yes Yes Yes C k i sa. t es x s, S a 3 *t 4t ice ��IBC16 12�(b)� .,.���.N>� �,��,1.6 ..>iu.. �;:y ��..r� �.��Yes�. �;a ..Ye �,..,�.Yes�m��.. ,.S.Yes. ,�.�t.. _�Yes�,����. 11 IBC 16 13 (a) 1.6 Yes Yes Yes Yes Yes Yes r, s z r s v"' s ,y ri m �u xef ..n.�+n. N M ;a r- r m r: a �,1 *2�! �I BC>�- 1.6- 1 3.(b)9 1..6�a� ,�..,��,o...� YeS�x._:>.� Yes r.��:�Yes., ,.�U Yes�°��~��a ��.Yes�..��� �.v�.. r FYe s``�`��.� 13 IBC 16 13 (c) 1.6 Yes Yes Yes Yes Yes Yes av k 43 Winn a r c. t a` I 34 v w y o hT M it ig u a t. ^K a� e�'$ �:1�4�.� IBC 16..1 "3' {d). �1:6���' �x Yes, =,u Yes Y Y -e Yes �j.. _':Yes �.r i� w� s�,�h,x {N s eS �.,..3J S's r :.a h 15 IBC 16 -13 (e) 1.6 Yes Yes Yes Yes Yes Yes .al it a c �F.- :'.5 ni v,� a 3 i Y ea u�S X1,6 ..�IBC� 16 1�3 {fl ti 1.6 �..n >E� �Yes.� s �_�Yes�;�, 4_�Yes.�. r_ Yes44 �,>�Yesa �..�,�1(es 17 IBC 16 -14 1.6 Yes Yes Yes Yes Yes Yes 4.1$ Z.; <•.IBC`16 -15 ag ray... 1.6' a E w e .fi_ .t U Ye Yes Yes ::Yes. Yesv Yes 19 DYNAMIC Yes Yes Yes Yes Yes 040. 01AL.45., WSW r..Yes.,._Y ,..g- Yes... riaWesRMMaWesls.0 WOWS 21 IL 15 Yes Yes Yes Yes Yes Load Combinations Description SoIvePD....SR:., BLC Factor BLC Factor BLC Factor BLC Factor1LC Factor_ BLC Factor BLC Factor BLC factor 1 sa w.; vfi. 4" 4?` eSn.3 TV AA ram f F t �r' Y ?1, s 1 M rt 3�' r .3 re„ .:�2fi :�.I BC�16 =9:. DL. �ti 1 LL>� a1_ LLS 1 >.��.,..,.y, w; �a. ,.r_.� :�.,E ,r. 3 IBC 16 10 (a) DL 1 RLL 1 4 4 y IBC 16 1 U C (b). t w 3a 4DL 14ra,.. 1:81 VIVID ti a i I r::F. C 042 tffiv_ iA n ,C r...,,a gym M 5 IBC 16 -10 (c) DL 1 RL 1 s,. r' 1 4 Na n s x :c 9 a t a 3 .z' t f S r�6 4� IBC=16 -11 a:(a) f k r.., w. LL x..75 LLS. �.75�e RLL ��:75 .t �n..., x,: �.rL .a r,�, ~ar.�, 7 IBC 16 11 (b) DL 1 LL .75 LLS .75 SL .75 IBC gy 'O.r. 16 -11,: ci 4 x F s� A t x t ,fir M .N i v a, Y" C) ..,DL 1,. =�;L. x:75 LLS =.75. �'RL.< .75� .,t.> ,�,�,t..� ..n,:. Kam g IBC 16 -12 (a) DL 1 WL 1 i 1.0.,. IBCX:16 12i(b) YeS „3.'.>u�t .tr,x. DLL t 1.,vt'•' 'EL 7A S x K a^"` witi'$, `c�,'- 'S �s ,S CA 'k ilittaMP eagiti PAS: 11 IBC 16 (a) DL 1 WL .75 LL .75 LLS .75 RLL .75 1!�2� IB.C,I6- 13:xbj n r �DL. ,..EL. 626'; gEr t.7af LLS ;.'i7,5if RLL;' ;..7.5t, Mg Mag k...e 13 IBC 16 (c) DL 1 WL .75 LL .75 LLS .75 SL .75 14 IBC 16-1(d) tn.a M .DL 1.:. `EL x.525} Zt L0 ..75 LLS 5L 75, ESL ZRZEi iggA Mitt ,u 15 IBC 16 (e) DL 1 WL .75 LL .75 LLS .75 RL .75 a165 EicA6.;00 RIC _f«wDL =..1M ..75 .,ui. ktat NOM, 17 IBC 16 -14 DL .6 WL 1 18 i:160 Y nit 13LS t r 19 DYNAMIC Yes Y DL 1 IL 1 EL .7 x.20... TO1L 45 l3 Yes *AS OL2 NVE owww: NT fir: At ifEW 21 IL 15 Yes Y DL 1 OL3 1 EL .7 Member Point Loads (BLC 1 DEAD LOAD) Member Label Direction Magnit depb.Ib -ftj Location[ft. %j 1 I M4 y 1 -11000 1 2.92 Member Point Loads (BLC 2 IMPACT LOAD VERT) Member Label Direction MagnitudedbJb -ftj Location[ft. 1 1 M4 y 1 -26750 1 2.92 Member Point Loads (BLC 3 SEISMIC) Member Label Direction Magnitudefb.lb -ftj Location[ft. %1 1 1 M4 x 1 -2781 2.92 Member Point Loads (BLC 4 rotor moment) Member Label Direction Magnitudejjb.lb -ft] Location[ft. %j 1 1 M4 1 M 670230 1 2.92 RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME.r2d] Page 13 Company ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:02 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member Point Loads (BLC 5 IL Cad 45 DEG) Member Label Direction Magnitudeel b.lb -ft] Location[ft. 1 M4 X -37830 2.92 ,�s� R "fie 4 4-r s +r... ,p. a+ -+cki w t s '�r r 'r i 'Y 2 4 M4= �,��_,.Y�.�, ��r-� 37.830.��� �._�,,:k ....�a= 2�92,�:,��_ M Member Point Loads (BLC 6 IL 015 DEG) Member Label Direction Magnitudellb.lb -ft] Location[ft. 1 M4 Y -14847 2.92 x e n `c a y e r sea 4 a✓ �a 3 t r�'S; s r>� ,..s u 2 .r igitA4> ,t_. MANC -s SVO(� tl if2g a� F,3AW1 51677 -.3 x f h_ 2 92 ZONI Material Takeoff Material Size Pieces Length[fl] Weight[LB] 1 Hot Rolled Steel ?2 0`: M>.A500dGr46 ',._r HSSI2X4X8P`ti s. N ,x 2s f4 cianom;fSZtai:Ag aUgiViS9543NM 3 A500 Gr.46 HSS3X2.5X4 4 16.1 120.6 g rA500 Gr.46 Vg HSS6X6XIM:S.. 3 0. .x _,,..14,3 r AtVir5313 5 Total HR Steel 9 43.4 969.3 General Material Properties Label E [ksi] G [ksi] Nu Therm (11E5 F) Density[lb/ft ^3] 1 aen Conc3NW 3155 1372 .15 .6 145 Y S, 3 l .xr -t.V,� k v "u' 3 C 'x j 2� i gen_Conc4NWa k t} �.3644� >�„_�.K� ai. 1584 tw .1 Y u v �y,6 _dr,,, k. 3 aen Conc3LW 2085 906 .15 .6 109.999 t 4 ia ._1240811 _k z, 1047 s ,15 'x mae x6vigm ogM6g109 5 aen Alum 10600 4077 .3 1.29 173 r^ A S 4+ i5, hsv i{ y fi:: :o t 2''e 4 up.. DA yhc p�:: 2 *S x r "r ?C rt-k -a; 6.. .x..�� gen..SteeL� ,�...29000 t,..1 °1154.:.,��_ .37., t... =.65, ,n490�. Y 7 RIGID 1e +7 0 0 0 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (61E5 F) Densitytlb /ft^3] Yield[psi] 1 A36 Gr36 29000 11154 .3 .65 490 36000 I 2 3 M: g 1x.65 h. 490 z� 4 w�=2��, ��.;;Wti��A572,Gr:50.n, k,_: 9000�''�`� ���11154� x x qt .1� ���..�u50000�.�'s... 3 A992 29000 11154 .3 .65 490 50000 4 42; ,x .A:29000 '0, 5,1.11541. 4, k �".3 s .E (e_f t65 r 0 At 42909 5 A500 Gr.46 29000 11154 .3 .65 490 46000 Member Primary Data Label I Joint J Joint Rotate(deg) Section /Shape Tyoe Design List Material Design Rules 1 M1 N1 N2 COL Beam Tube A500 Gr.46 COL k t -.,i sz S S G .tts-, r: 5 'r.. l i .h a y 7'. 2 .ga, S� `i 's f �2 d.,v.�..M2., n3� �.N2 3 �N3 a BEAM .Beam_; Tube_ =ASOO Gr �s,:� ��BE4Mt� ��r: 3 M3 N3 N4 COL Beam Tube A500 Gr.46 COL s'tfi* ,ie`� M .Y, `f+°« S. ig i x L a r MUMS t r r FS, �s. s 9" L e e <w.,,M4r��.. �k�.� <hN3�..._ ,.,..,�;N5��.>.r< .x� ..,�;:..BEAM�, ,.KBeam�, .._,�,�.Tube ,A500 Gr46�� ...�BEAM 5 M5 N5 N6 COL Beam Tube A500 Gr.46 COL w R 5 .B eam t T u STubew, j 'A500;0:46! STRUT .6_ M8F:�.�,��.,_�.��N2�.:,�� N7._�:�, �z,_...'STRUT M 7 M9 N7 N4 STRUT Beam Tube A500 Gr.46 STRUT �S 'L�r l't, d "s. CMS 'i §'R .K 2.r 4 X. t l� �::.M10. n,. ��_.N3...„N7 A q:STRUT Beams Tube �A500 Gr46 STRUT 9 M11 N7 N1 STRUT Beam Tube A500 Gr.46 STRUT Member Advanced Data Label I Release J Release I Offset[in] J Offsetfin] T/C Only Physical TOM Inactive 1 M1 PIN PIN Yes L Y y r s A q 11 r 'M1' F .Yes .,.w., 17 .,.Ev_: d.*.lr.. .M2a h' ^i w 4�Tky. �PI N' „.x'!'., Y.�fi- H#.t. IDs. ..,E� t .F vfu: +N 5.3,. x. l.�i m �3 t�)S•;,51 r. .'.q:,k d t f:.w:p d _.":.Y: s..a..., RISA -2D Version 8.0.3 [C: \RISA \11137 LONG FRAME.r2d] Page 14 Company ZENOVIC ASSOC. Aug 9, 2011 Designer T14.137 1:02 PM Job Number LONGITUDINAL FRAME Checked By: Member Advanced Data (Continued) Label I Release J Release 1 Offset[in] J Offset[in] T/C Only Physical TOM Inactive 3 M3 PIN PIN Yes Sr'i m 1i x t z 1 5 f ex i 2 f 1 I w y r s sr a,'- a 4, M4�..��at �r,.;.f,v� sPIN s, ;41'w-ea 3_ ...,,x�,. .:.a .3 a, L.�a 3s.,x_ <u... u� „v,.. _,iii �4 at 2 �«rr~pr.., mss-., �`r.�«.._ sar. 5 M5 PIN PIN Yes 6 VA ._M8NVI EtzII PINS_ z PIN_�rL 4 a ri_ .a�.,G, Ye nt RIS t k 7 M9 PIN PIN Yes p1,8I ''`M10 PIN` `�.PIN�_ z �s��� l� 5 7b .n- -,;2n: -„.a, x. +fir ces_,� a ,..�.B a.,x...cv a..� ,�n..., 'v v� e �..s,. k�..'.�.� r:L .;#,�„Ye$ ui „z _x ;b„d..s �,r. n�;., aS.E t TO 9 M11 PIN PIN Yes Member Section Deflections LC Member Label Sec x [in] y [in] (n) L/y Ratio 1 10 M1 1 0 0 NC 26r 4 n M1 A ir. 2 5 k 4 O 3t .t N NC 5 a. r....r, s r .a N a >.,a s, �r #�,..��t v3 _n 3 3 0 0 NC f�"' I`: t a ay-. a s a F ,k x i r5 r ror• z C 4, a, .:v Yt. .r 53, .S, v:�x k,�,k >`dxt t, 2,.� �,,.4� ._y� `4:ru n., O..R: c k (�+�.'xa`T, +•�4._v.a��'�..O i``�r,o4.a. e'k NlJ u.ex. 5 5 0 .001 NC '.V� 6n r10 viii r 'r w 4�. x �,g `F... r a a. y n .,6%tt ti y r s ;a ems, r..� ,,.._E _:M2n. 5a. 1x ��r.. .001��.. 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Aug 9, 2011 Desi S RH 1:02 PM Job Number 1 1137 LONGITUDINAL FRAME Checked By: Member Section Stresses (E3v Combination) (Continued) LC Member Label Sec Axialfas0 Shearjpsil Too Bendingfasi] Bot Bendingfosi] 159 4 3320.848 0 0 0 :1;60 w•_..fs.aaMOSSM ;01550i 3 320.848rib.M0M,..,.x,.. gangiONONIO MattGOIRM 161 20 M8 1 9841.736 0 0 0 i �nf..`F. n..A .k?e.}:.:MIRt... Mx, :.,.mum, s.°d'•. r zg y i�`L`� y a a.""C -v a�ttE,. -t t.. m :3 x °�r''1"_ y i 1':62 2 9841,.736.::` 0,�. =;�.w. :.�:��0 �<s�s,�,... 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MAE KMSIEWASVSESZESieid .,,.2 2 Z 1711..307 t+ 1.*Kro46§,mozii MOZTONSM .M 0IR.., E 203 3 1711.307 0 0 y 0 -2U4 ':„.x V I e °s, a� S '1" a x xc a "h} a �"v r r sP* Y s. c4 h z y f r t 4.0 4 S{ t ST A,.v 2;22 .o_ <..m:.� r. �sr_ .,....r..,_ ��4. �3p��171�1..307 :�,�.,0 s z 205 5 1711 307 0 0 0 206 2'I�. .3..,.....,.:e k.M844.ivx',,.xn.._1 .14016.584 0,:.. Y,ato ramanoMigag ,,..:.aav morma 207 2 14016.584 0 0 0 1.208 RONA Kentaimmemamigma ,5 3 w a, .14016.584 g AZ 0_.x,, k agiefd4ailin eigaglOgatgR 209 4 14016.584 0 0 0 .hw .k`:r .,i^If Y.h. at 16V z 6.5$4. v 1 2 m ..n. 2:10 t` 5 .1'401 ...0,.� r�k..= _�,.��,M�O�.:;, �0,�. .,I 211 21 M9 1 14013.737 0 0 0 P G T L a o"'. ,4 S y r i Cr t, W a' h i 2512 k_., _._�r.� .v;... r 2 14013.737n. 0.�., 0 MFa ,.Oex..4.. 213 3 14013.737 0 0 0 414t. Z A .E S RAVE >~.fa14013.737 a, mO.u. .tit o, a,. oim am E !...0 R O. 215 5 14013.737 0 0 0 RISA -2D Version 8.0.3 [C:\RISA \11137 LONG FRAME.r2d] Page 26 C ompany ZENOVIC ASSOC. Aug 9, 2011 Designer SRH 1:02 PM Job Number 11137 LONGITUDINAL FRAME Checked By: Member Section Stresses (Bv Combination) (Continued) LC Member Label Sec Axialfasil Shear[asil Too Bendinafosl Bat Bendinafasil x 4 s r v SAT 1� ,'h k WORM 4 �C. k� a h 'e P s* •216 �:�2.1....� ,.�..x�..M10u4. �1 n G» �a161`60.606�� ��,�,0�.� v... v �..�ti.�.��eOn2.._ 217 2 16160.606 0 0 0 'Met Z F: �T` f :YJF S a• F �F N 5�' L "p `c V Y -t' 218. t �.a, s� .T M .::d� Sit em .161160 .60617 5 a ,On� w .t.t.. °.0-ZN ,I.N Qsa.� �I: 219 4 16160.606 0 0 0 '.220 M a "v k t. a z VIM V a u r a ts� -r n n 1.�: 4 .t .a �N �i v <5 w.16160.606,� K, ,x �k 0 G, _�0. ...�U 0.,:�k,��� �s 221 21 M 1 16161.397 0 0 0 1 Y.Y 1 )l fYT4y Y 2 3, A Y 'A.4 S ht r 5 +m i C 7 3 P i !'U O X222. s. e,�,r ,n 2�, M r .161” "61..397 0 .z�. a �:0�w._ 223 3 16161.397 0 0 0 =224an M_TiNkti K s, zn 4 i; 2_, :RAW 4 n r .161`61 397 m ..,,vismeu ..ar :::0w .i t3:%litF.0:Weegii g 225 5 16161.397 0 0 0 RISA 2D Version 8.0.3 [C: \RISA \11137 LONG FRAME.r2d] Page 27 Beam: A g Shape: HSS3X2.5X3 -31315.218 at 0 ft Material: A500 Gr.42 Length: 4.025 ft I Joint: N2 di H e r r s r -11:f F 3�r J Joint: N7 4 n LC 21: IL 15 Y ?f ,E {w. Code Check: 0.723 (bending) Report Based On 97 Sections 18225.648 at 0 ft fa .V4.4.4 Psi 3 V Ib fc psi M lb -ft -.026 at 4.025 ft D in ft psi -.052 at 0 ft AISC ASD 9th Ed. Code Check Max Bending Check 0.723 Max Shear Check 0.000 Location 0 ft Location 0 ft Equation H2 -1 Max Defl Ratio 010000 Compact Fy 42000 psi Out Plane In Plane Fa 20966.837 psi Cm .6 Ft 25200 psi Lb 4.025 ft 4.025 ft Fb 27720 psi KUr 50.2 43.529 Fv 16800 psi Sway No No Cb 1.75 L Comp Flange 4.025 ft Beam: M9 Shape: HSS3X2.5X3 31308.994 at 0 ft Material: A500 Gr.42 A Ib Length: 4.025 ft Joint: N7 3 r J Joint: N4 LC 21: IL 15 Code Check: 0.723 (bending) Report Based On 97 Sections 18222.026 at 0 ft fa Nw psi wit i ne.' ffi r d r V Ib fc psi M lb-ft in ft psi -.026 at 0 ft AISC ASD 9th Ed. Code Check Max Bending Check 0.723 Max Shear Check 0.000 Location 0 ft Location 0 ft Equation H2 -1 Max Defl Ratio U10000 Compact Fy 42000 psi Out Plane In Plane Fa 20966.837 psi Cm .6 Ft 25200 psi Lb 4.025 ft 4.025 ft Fb 27720 psi KUr 50.2 43.529 Fv 16800 psi Sway No No Cb 1.75 L Comp Flange 4.025 ft Beam: M90 Shape: HSS3X2.5X3 35146.762 a t 0 ft Material: A500 Gr.42 Length: 4.025 ft k t Ai. ,f- P-Y Joint: N3 Q �4 5 J Joint: N7 i r,, LC21:IL15 x v t 4 .w ,t i.:',‘..'---0p.,;', Code Check: 0.976 (bending) A lb Report Based On 97 Sections 20455.631 at 0 ft 9'rt� t, q..; l. z 42, $�u'1 lb 4 fa A t-$ i a, 4 psi fc psi M lb-ft -.021 at 4.025 ft D in ft psi -.05 at 0 ft AISC ASD 9th Ed. Code Check Max Bending Check 0.976 Max Shear Check 0.000 Location 0 ft Location 0 ft Equation H1 -1 Max Defl Ratio LI10000 Compact Fy 42000 psi Out Plane In Plane Fa 20966.837 psi Cm .6 Ft 25200 psi Lb 4.025 ft 4.025 ft Fb 27720 psi KUr 50.2 43.529 Fv 16800 psi Sway No No Cb 1.75 L Comp Flange 4.025 ft Beam: Mil Shape: HSS3X2.5X3 35148.353 at 0 ft Material: A500 Gr.42 Length: 4.025 ft mF Joint: N7 J Joint: N1 `y a l {tip C4� 6 LC 21: IL 15 A Ib Code Check: 0.976 (bending) Report Based On 97 Sections 20456.557 at 0 ft x xb't da: „e 3 1 g V Ib fa psi fc psi M Ib -ft D in ft psi -.021 at 0 ft AISC ASD 9th Ed. Code Check Max Bending Check 0.976 Max Shear Check 0.000 Location 0 ft Location 0 ft Equation H1 -1 Max Defl Ratio U10000 Compact Fy 42000 psi Out Plane In Plane Fa 20966.837 psi Cm .6 Ft 25200 psi Lb 4.025 ft 4.025 ft Fb 27720 psi KUr 50.2 43.529 Fv 16800 psi Sway No No Cb 1.75 L Comp Flange 4.025 ft Page 1 of 10 Anchor Calculations Anchor Selector (Version 4.3.0.0) Job Name 11137 BASE PLATE A Date/Time 8/9/2011 1:12:35 PM 1) Input Calculation Method ACI 318 Appendix D For Cracked Concrete Calculation Type Analysis a) Layout Anchor 3/4" PAB6 Number of Anchors 8 Steel Grade: AB Embedment Depth 24 in Built -up Grout Pads No Cx1 5 x1 ex2 C y2 V ijay by2 t 8 S y3 M uy M V .0 Nua 0 uax ey s y2 -l- 3 S y1 C14 x 1 2 C y 1 b1 8 ANCHORS, 2 COLUMNS 'Nua IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. INDICATES CENTER OF FOUR CORNER ANCHORS Anchor Layout Dimensions c 60 in c .48 in c y1 60 in c b 2 in b b 2 in b s x1 10 in sy 5 in about:blank 8/9/2011 Page 2 of 10 s s b) Base Material Concrete Normal weight f 4000.0 psi Cracked Concrete Yes LY 1.00 Condition A tension and shear 4F 2210.0 psi Thickness, h 36 in Supplementary edge reinforcement No c) Factored Loads Load factor source ACI 318 Section 9.2 N 38929 Ib V uax 1581 Ib V uay 28326 Ib M 0 Ib *ft M 0 Ib *ft e 0 in e Moderate /high seismic risk or intermediate /high design category No Apply entire shear Toad at front row for breakout No d) Anchor Parameters Anchor Model PAB6 d 0.75 in Category N/A hef 24 in hmin 26.125 in c ac 36 in c min 4.5 in s min 4.5 in Ductile Yes 2) Tension Force on Each Individual Anchor Anchor #1 Nuai 4866.13 Ib Anchor #2 N ua2 4866.13 Ib Anchor #3 Nua3 5013.61 Ib Anchor #4 N ua4 5013.61 Ib Anchor #5 Nua5 5162.20 Ib Anchor #6 N ua6 5162.20 Ib Anchor #7 Nua7 5399.94 Ib Anchor #8 N ua8 5399.94 Ib about:blank 8/9/2011 Page 3 of 10 Sum of Anchor Tension EN 40883.77 Ib a x 0.00 in a =2.04 in e' 0.00 in e' 0.26 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 Vuai 3556.02 Ib (Vua1x 179.95 Ib Vuaiy 3551.46 Ib Anchor #2 V ua2 3534.62 Ib (V ua2x 179.95 Ib Vua2y 3530.04 Ib Anchor #3 V ua3 3556.58 Ib 190.66 Ib V ua3y 3551.46 Ib Anchor #4 V ua4 3535.18 Ib 190.66 Ib V ua4y 3530.04 Ib Anchor #5 Vua6 3557.17 lb 201.37 Ib Vua6y 3551.46 Ib Anchor #6 V ua6 3535.78 Ib 201.37 Ib V ua6y 3530.04 Ib Anchor #7 V ua7 3558.18 Ib (Vua7x 218.51 Ib Vua7y 3551.46 Ib Anchor #8 Vua8 3536.80 Ib 218.51 Ib Vuasy 3530.04 Ib Sum of Anchor Shear EV uax 1581.00 Ib, EV 28326.00 Ib e' 0.02in e' 0.48 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] N nAsefuta [Eq. D -3] Number of anchors acting in tension, n 8 N 19370 Ib (for each individual anchor) 0.75 [0.4.4] 4Nsa 14527.50 Ib (for each individual anchor) 5) Concrete Breakout Strength of Anchor Group in Tension [Sec. D.5.2] N cbg ANc/ANcO'Pec,NTed,NTc,N 'Pcp,NNb [Eq. D -5] Number of influencing edges 1 h 24 in h' 24.667 in [Sec. D.5.2.8] Note: ANc is calculated using h' for anchor with a washer. h' accounts for the washer effective perimeter. A NCO 5184.00 in [Eq. D-6] ANc 5292.00 in about:blank 8/9/2011 Page 4 of 10 ec,Nx 1.0000 [Eq. D -9] ec Ny 0.9929 [Eq. D -9] `1' ec,N 0.9929 (Combination of x -axis y -axis eccentricity factors.) 'ed,N 0.7667 [Eq. D -10 or D -11] Note: Cracking shall be controlled per D.5.2.6 c,N 1.0000 [Sec. D.5.2.6] cp,N 1.0000 [Eq. D -12 or D -13] N 16 f c hef5 /3 202070.12 Ib [Eq. D -8] N cbg 157029.06 Ib [Eq. D -5] 0.75 [D.4.4] 4)Ncbg 117771.80 Ib (for the anchor group) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] N 8A brg f c [Eq D -15] A brg 3.5582 in N `P [Eq. D -14] c,p 1.0 [D.5.3.6] N 113862.40 Ib 0.70 [D.4.4] N 79703.68 Ib (for each individual anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] For the anchor group at c edge N 160 cal Abr q f [Eq. D -17] c 8.000 in A brg 3.558 in N 152705.66 Ib s 10.00 in (each anchor spacing limited to 6c when spacing 6c 1 s /6c 1.2083 [Sec. D.5.4.2] N sbg (1 s /6c [Eq. D -18] N sbg 184519.34 Ib 0.75 (I)Nsbg 138389.51 Ib (for the anchor group at edge) about:blank 8/9/2011 Page 5 of 10 8) Steel Strength of Anchor in Shear [Sec D.6.1] V n0.6Asefuta [Eq. D -2()] V 11625.00 Ib (for each individual anchor) 4) 0.65 [D.4.4] V 7556.25 Ib (for each individual anchor) 9) Concrete Breakout Strength of Anchor Group in Shear [Sec D.6.2] Case 1: Anchor(s) closest to edge checked against sum of anchor shear loads at the edge In x- direction... V cbgx A vcx /A rcox` 1 'ec,V` 1 'ed,V f'c,VVbx [Eq. D -22] cal 40.00 in (adjusted for edges per D.6.2.4) Avcx 3096.00 in Avcox 7200.00 in [Eq. D -23] Y ec,V 0.9921 [Eq. D -26] T ed,V 0.7400 [Eq. D -27 or D -28] T c,v 1.0000 [Sec. D.6.2.7] V 70e /do)0.2 N I do f cical) 1.5 [Eq. D -24] 1 6.00 in V 147016.69 Ib V cbgx 46410.21 Ib [Eq. D -22] 4) 0.75 (1)V 34807.65 Ib (for the anchor group) In y- direction... �rcy/Avcoy`Yec,V`ecl,V'Yc,VVby [Eq. D -22] V cbgy c 8.00 in A vcy 408.00 in A vooy 288.00 in [Eq. D -23] Teo/ 0.9987 [Eq. D -26] T ed,V 1.0000 [Eq. D -27 or D -28] 1.0000 [Sec. D.6.2.7] V 7(le /do)o.2 do fc(ca1)1'5 [Eq. D -24] l 6.00 in V 13149.57 Ib about:blank 8/9/2011 Page 6 of 10 V cbgy 18605.11 Ib [Eq. D -22] 0.75 Vcbgy 13953.83 Ib (for the anchor group) Case 2: Anchor(s) furthest from edge checked against total shear Toad In x- direction... V cbgx Avcx/Avcox'I'ec,V`Ped,V`I'c,VVbx [Eq. D -22] c 40.00 in (adjusted for edges per D.6.2.4) Avcx 3096.00 in A vcox 7200.00 in [Eq. D -23] 0.9921 [Eq. D -26] 0.7400 [Eq. D -27 or D -28] 1.0000 [Sec. D.6.2.7] V 70 /d do fc(ca1)1.5 [Eq. D -24] l 6.00 in V 147016.69 Ib V cbgx 46410.21 Ib [Eq. D -22] 0.75 V cbgx 34807.65 Ib (for the entire anchor group) In y- direction... V cbgy Avcy/Avcoy`1'ec,V`f'ed,VPc,VVby [Eq. D -22] c al 26.00 in A 3168.00 in A vcoy 3042.00 in [Eq. D -23] V 0.9996 [Eq. D -26] `Ped,V 1.0000 [Eq. D -27 or D -28] 1.0000 [Sec. 1.6.2.7] V 70e /do)0.2 II d0 f c(ca1)1.5 [Eq. D -24] 1 6.00 in V by 77043.62 Ib V cbgy 80203.67 Ib [Eq. D -22] 0.75 +Vcbgy 60152.75 Ib (for the entire anchor group) about:blank 8/9/2011 Page 7of10 Case 3: Anchor(s) closest to edge checked for parallel to edge condition Check anchors at c edge V cbgx A vcx /A vcojec,V kli ed,v; VVbx [Eq. D -22] c 40.00 in (adjusted for edges per D.6.2.4) Avcx 3096.00 in Avcox 7200.00 in [Eq. D -23] V 0.9921 [Eq. D -26] 1.0000 [Sec. D.6.2.1(c)] 1.0000 [Sec. D.6.2.7] V 7(le /do)o.2 do f c(ca1)1.5 [Eq. D -24] I e 6.00 in V 147016.69 Ib V cbgx 62716.49 Ib [Eq. D. -22] V cbgy 2 Vcbgx [Sec. D.6.2.1(c)] V cbgy 125432.99 Ib 0.75 (1)Vcbgy 94074.74 Ib (for the anchor group) Check anchors at c edge V cbgy Avcy /Avcoy`1'ec,V`1'ed,V`1fc,VVby [Eq. D -22] c 40.00 in (adjusted for edges per D.6.2.4) A vcy 4248.00 in A vcoy 7200.00 in [Eq. D -23] Teo/ 0.9997 [Eq. D -26] 1.0000 [Sec. D.6.2. t1 `c,v 1.0000 [Sec. D.6.2.7] V 70 /d do f c l c al) 1.5 [Eq. D -24] 1 6.00 in V by 147016.69 Ib V cbgy 86717.99 Ib [Eq. D -22] V cbgx 2 Vcbgy [Sec. D.6.2.1(c)] V cbgx 173435.98 Ib about:blank 8/9/2011 Page 8 of 10 0.75 V cbgx 130076.98 Ib (for the anchor group) Check anchors at c edge V cbgx Avcx/Avcox`1'ec,V'1`ed,V`Pc,VVbx [Eq. D -22] c 40.00 in (adjusted for edges per D.6.2.4) Avcx 3096.00 in Avcox 7200.00 in [Eq. D -23] T ec,V 0.9921 [Eq. D -26] 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1(c)] T c,v 1.0000 [Sec. D.6.2.7] V 7(Ie /do)0.2 d fc(ca1)1.5 [Eq. D -24] 1 6.00 in V 147016.69 Ib V cbgx 62716.49 Ib [Eq. D -22] V cbgy 2 Vcbgx [Sec. D.6.2.1(c)] V cbgy 125432.99 Ib 0.75 Vcbgy 94074.74 Ib (for the anchor group) Check anchors at c y2 edge V cbgy Avcy /Avcoy`l'ec,V`l`ed,V'l'c,vVby [Eq. D -22] c 8.00 in A vcy 408.00 in A way 288.00 in [Eq. D -23] Teo/ 0.9987 [Eq. D -26] `f' ed,v 1.0000 [Sec. D.6.2.1(c)] `Y c,v 1.0000 [Sec. D.6.2.7] V 7(le /do)0.2 d fc(ca1)1•5 [Eq. D -24] 1 =6.00 in V 13149.57 Ib V cbgy 18605.11 Ib [Eq. D -22] V cbgx 2 V cbgy [Sec. D.6.2.1(c)] about:blank 8/9/2011 Page 9 of 10 V cbgx 37210.22 Ib 0.75 (1)V 27907.66 Ib (for the anchor group) 10) Concrete Pryout Strength of Anchor Group in Shear [Sec. D.6.3] V cpg kcpNcbg [Eq. D -30] k 2 [Sec. D.6.3.1] e' 0.02 in (Applied shear load eccentricity relative to anchor group c.g.) e' 0.48 in (Applied shear load eccentricity relative to anchor group c.g.) 0.9996 [Eq. D -9] (Calulated using applied shear load eccentricity) T ec,Ny 0.9869 [Eq. D -9] Calulated using applied shear load eccentricity) 0.9865 (Combination of x -axis y -axis eccentricity factors) N cbg (A Nca /A Nc )(P ec,N' /P ec,N )N cbg Ncbg 157029.06 Ib (from Section (5) of calculations) A 5292.00 in (from Section (5) of calculations) A 5292.00 in (considering all anchors) ec,N 0.9929 (from Section(5) of calculations) N cbg 156005.78 Ib (considering all anchors) V cpg 312011.56 Ib 0.70 [D.4.4] Mpg 218408.09 Ib (for the anchor group) 11) Check Demand /Capacity Ratios [Sec. D.7] Tension Steel 0.3717 Breakout 0.3471 Pullout 0.0678 Sideface Blowout 0.0780 Shear Steel 0.4709 Breakout (case 1) 0.5080 Breakout (case 2) 0.4731 Breakout (case 3) 0.1518 Pryout 0.1299 T.Max(0.37) V.Max(0.51) 0.88 1.2 [Sec D.7.3] Interaction check: PASS Use 3/4" diameter PAB6 anchor(s) with 24 in. embedment about:blank 8/9/2011 Page 10 of 10 about:blank 8/9/2011 Company ZENOVIC ASSOC Aug 12, 2011 Designer SRH 8:54 AM Job Number 11137 11137 CATWALK BEAM Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 DL 1 Z214 s, t RYAI S Sr< t. 5 a h r Y 1£I, M s=m' IA in. ,s t ;wagon US- MT* k., �Infi' T s emu... 1::+.9, �as..a.�,..� tx, x�wS..rn,. a w �.�.w, xsnAS�, F,1:. m,+.b�, ...H 3 POINT LOAD OL1 1 Joint Boundary Conditions Joint Label X [lb/in] Y ljb /in] Rotation[k- ft/rad] Footing 1 1 N1 Reaction 1 Reaction 1 Reaction 1 Hot Rolled Steel Design Parameters Label Shape a gth[.. Lb- out[ft] Lb -in[ft] Lcomp top.. Lcomp bat.. K-out K -in Cm Cb Out s... n sway uncti... 1 M1 ANGLE 3.583 1 1 1 1 Lateral Member AISC ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc ..,Shea.. ,Loc..,Fa[psi]Ftjosi7 Fb[psa Cb Cm_ Eqn 1 1 M1 HSS3X 388 0 040 0 1880.21600 23760 1 75.85 H1 -2 I .a Y n. r,-72 ,,na :8 �2 �Y .:2t::` .�..M1 �ti HSS3X. k,�z s``�'r, m�463 x :'028, �.0 ;1880.s 2;1600 r 3760,.„ u 1.75 5 HV2 Joint Coordinates and Temperatures Label X [ft] Y [ft] Temp [F] 1 N1 0 14 0 r` "':''�a TM va av s "`7�R` i yr ?r qz k a x t a 2 s "ads +.``s"s y r L -t 4. �Yx ^'wm c t,M k lJ AV SS.,.Av d�..,a. �.iv�.: ;C.d-�5 z' N2 t:> ,.��n e6'x�., a.. 4aht.a,,., ._M «,�`k ,�<d"s.3d ".3c�8J n.�:.. x v4�+3a�F? .r �?L,.,�.,,. .a.14.,._�3t^6. �p.�'za...,��sR� s"+�:�a,�s.�rt._ �d`.E�.�. .vA.a.+s.,E, u__ Joint Deflections (By Combination) LC Joiint Label X jin] Y lin] Rotation [rad] 1 1 N1 0 0 0 a^a'2s.tr. 5 e M W, =v..,; ,Ea.... r h ,m.`a.N2 2:?��.�r.�.3�.:'m e,t. �a°i:. `t.. fr s �`a. ;:.,i?�..:4 S u :t 4t '`.t xt x h- 0 099, �r.,- ������x� .,�.3:041e- 31_a..,V 3 2 N1 0 0 0 41A e21521 V �,�.fAXKlN2 ,unizameti ..omai0._?zactr amtg15 1Melaari_5:r131e4tzaZZ Joint Reactions LC Joint Lithe! X [Ib] Y [lb] MZ pb-ft] 1 1 N1 0 605.527 1084.802 .�2 x s A N. Y I Mm Fy JM Ye '«x t y a `s*a� s x ,8` t 4 s 3' rrvv ��u,,�1.� .���uTotals� n�r _,���w -:r. '.�0����,��, .�,.,�~a.�_.�..60� 527..:�� s;� �.��.�v,,�: 3 1 COG (ft): X: 1.791 Y: 14 Veit s y m c ti°' a w'` 7 r yk ,z r3 n' I 3 Ex hc d v z r fit` 3 x 3 t s sa.�r ?u=. .'#�2�... ..��,:��,:�«�,�y.z aN1,4.�� E���,.� �gy_.���,..����U::�,�,.� a z«;�.� �42 <14 822 x�1293.144� .�:t=,.�. 5 2 Totals: 0 421.822 v f. t S!" 3, 41M' i -sx' a 6 x'" 4 'Y r� x^,ys --.'+w.dr:2 q E ll :6th x8..'�2�. ,a 7 n„ .c..� ,.k v. n.C�47��t l�. a. ,u_� 7_zk r,�:F`,..� 'T� .zxi..ae�. AX: 3:��6t.�-_. 37��.�,'�a+,� >,.�"i,�< Y,�'s14�Fk ,,.�S�ti? ,w..�. w._� _.a x m :,z+.... „v mi u..+,�.ae.....Y��,iF v Load Combination Design Description ASIF Cp ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 Yes Yes Yes Yes Yes ,°,.;2 $m a eA m,_t'mta,w_, i z ru2g ti i 4 �i. n, iv ri5 'aF^,4 Mann <s„ zi a'e „i d t ^r Z� `4 F' ,u:��. .�.,�,�Yes�.F .Yesff- .v�Yes,�.��. �Yes.��.� Yes RISA -2D Version 8.0.3 [C:\RISA \11137 catwalk beam.r2d] Page 1 Company ZENOVIC ASSOC Aug 12, 2011 Designer SRH 8:54 AM Job Number 11137 11137 CATWALK BEAM Checked By: Member Distributed Loads (BLC 1 Member Label Direction Start Magnftudepb/ft.... nd Maonitudellb/ft.d... Start Location[ft. End Location[ft. 1 I M1 I Y 34 34 0 I 0 Member Distributed Loads (BLC 2 Member Label Direction Start Magnitudepb/ft.... nd Magnitudepb/ft.d.. Start Location[ft. %j End Location[ft. 1 1 M1 Dire? i 135 0 0 General Material Properties Label E [ksi] G ma_ Nu Therm (11E5 F) Density[lb/ft^3] 1 aen Conc3NW 3155 1372 .15 .6 145 rti,, u. fi. i k.4 fiti pit x� Y s„ hi. t�'k' e4 a it •k�.gen onc4NW r �r ..1S-t..� 6 i 145 4. t C ..M.3644 z 1584 a a 3 aen Conc3LW 2085 906 .15 .6 109.999 �'4.., en `Con 15 w �,�5�g x,,�. c4LW °w� ?':�.'r`. ,n_,� `240$�x��,. �1047..,`�x �_...�,.,._A _�..s.. ,63 r 2109:999. 5 aen Alum 10600 4077 .3 1.29 173 uxa X r.. t'+T a .,eE k'� i a 2 i YI r 4..6 ,..x:. gen, >iSteerSZ r,:= u 29000 �x,_ '11154 I rf. a.. 4 a,ati 7 RIGID 1e +7 0 0 0 Hot Rolled Steel Properties Label E [ksi] G [ksa Nu ThemtlE5 F) Density[lb/ft^3] Yield[psf 1 A36 Gr.36 29000 11154 .3 .65 490 36000 ta,r V:. A 1 'S C c .,4 t f 2 r CC x A 0 ?h^r ti �,.��2�,..,�.w�E ��P►572 Gr5t)� �.>�....z,,,.�.�<: 29000 „1 „1�154.4��� �.65�w�,.m.......t~,a,.490..��, ....a�.�=.50bU 3 A992 29000 11154 .3 .65 490 50000 :4.4W NI Y�+,.z;.. V f3.Y...:a: e y 1 !115.0s,`'sv.s .A. i w ua �u... w •mil Ca...,�. `a.� t x..r s 's.r 4 A500. Gr.:42 29000 1.1154 J 3 3 65 490 42000 5 A500 Gr.46 29000 11154 .3 .65 490 46000 Member Primary Data Label 1 Joint J Joint Rotate(deg) Section /Shape Type Design List Material Design Rules 1 1 1 M1 N1 1 N2 1 ANGLE 1 Beam 1 Tube A36 Gr.36 Typical Member Section Deflections LC Member Label Sec x fin) y ON (n) 1./y Ratio 1 1 M1 1 0 0 NC �i'; "`t r �,*n ..a kid 'fi �4` x.. m w M'a�a au r 2 P.,. gi _:M ..a, ,.�_,t _.,r .xsa,".p sT..It �t.m 0 A a•? a M sr$ L 1 S a °,'�a AI �.,g.�� 2 0,��., ,R� .01.1. ��t k 4033:268 3 3 0 -.035 1215.785 `,.P i c R s m}F d c t as ss. i�` I I �k y IZ t e t i i*'?r k a 3- a t a�rr S, .a .z 41 b �+a +t �4. et tir.» .5,., a ix ..'r.., sd..:;.� ,3..'e. s..,.s �w' -M M xs.:.-w,.,F .ctr SSa�"+�...,,. ;ad...0 •.�.:a_. L�'...''#F�a. r h 4 -.066 +1'y`� a...r. t k4 :64 7rt.014 k s�tts�4- 5 5 0 .099 432.867 S„6 S* =ZOO fi q F �3 e� d tMMs M t i r >r�,�. r i 4� t t fi z Z 'e,-�c` ti, x s�^ ,'u G s T ry C a r II +ft"4 I w+a.....2.ar.'^'.z`i"�.. a.•.as:. x.�za,. r a;..=", �Z._'re�h''.'., ..1,xca .:u. +.c ia.sa•„ 0,.. r� .ra,i� ().t.M::.:. M r,. 'i,„^.�:,"'NS�:w.- s'''�,.a.x:,, 7 2 0 .014 3163.034 gli EZZ a ,e j Y t E l TAM a43%12. Zt ttiR s REi 8 3 ..5: 3. -�tw,. �a� C. d Ss.z. �S,- _,.vay.. .a ,�7+� 'r, .,.�'k;'i .T� ..�.�'�Z r„+%k.0_�.�;.. r. ..a,;..�� a:�kns��91�49 M 3�x 9 4 0 .096 446.506 -l g `�"�`e t k a'. 3 i G�. n 5 z r a a K i~ avFw.y yy i k a `1. t< 9 d+ a t sw 10 .x .,s.�,,.... 5, 0 r .151,x. 285.136�z Member Section Forces (By Combination) LC Member Label Sec Axia[b] Shearfb] Moment lb-ft] 1 1 M1 1 0 605.527 1084,802 v s S .a .,y y i` M �"rt xt R `fir c t't z ti a,- �a `i' s ^F, ,t �2 2 s ,.,�..�a�.,y*�. ,�.:._s. �0�, tip.. -454s 1 ��~3610.201���� 3 3 0 302.764 271.2 oT =7 7> W' s. k..� w t cR\ .r�4 4 a t r T` h' z y: 'K" f r �3 `S''`F'zwl p xi2 t E cx .s..'S ,i+ 67.8 5 i:, 4� k:�. �r w t._, 4�,.� F >0 ....:��1'51.382� a. r 5 5 0 0 0 ,M1._.,..:a, .',k. �6, �`2 s :r}.1. e. 4 7 o ,2 ..e .,y. :421 szz r �N1293.ti144 RISA -2D Version 8.0.3 [C \RISA \11137 catwalk beam.r2d] Page 2 Company ZENOVIC ASSOC Aug 12, 2011 Designer SRH 8:54 AM Job Number 11137 11137 CATWALK BEAM Checked By: Member Section Forces (Bv Combination) (Continued) LC Member Label Sec Axialpb] Shear[lb] Momentpb -ft] 7 2 0 391.366 928.937 MVP X18 M a u a ti e a �r z 3 �w ti °a ,0 .:x:� ,ili.a360.91`,`1 �;592.01i1 .M�. K. .o ..w .d. .°?Si'..e�.- w.i'.. x?A,...�! -..ad �n4�S.re .t.:. �_r. t.:��; d�y'r. 9 4 0 330.455 282.365 F:: I n4 M i ti n a a tars qt x ;1i0��., ���;���:.f�,�3�....�r.�..�,:.�. ���`��5.,�.,� ...��.,.rc:.�r.0��������...� X300: ��;��w,.��;,�,�,,,.z:�.0.�,���. i Member Section Stresses (Bv Combination) LC Member Label Sec Axial[osi7 Shear[pQ Top Bending[psi] Bot BendinglpsU 1 1 M1 1 0 578.759 9229.034 9229.034 W M Z2 e .tr: d 5 Y.W.4 r 0=X5191.331 G .r 1 X5191 °331 ..,2 3 3 0 289.38 2307.258 2307.258 4 .Y 3k y 4. 0 Y.,I T 144:69 `576.815 W r 576f815 5 5 0 0 0 0 fib U21,2 %WM:Me Mf :fs;!... O z. g;;3' 06:403.175u..rQ 1411r001 523 11001 523 7 2 0 374.066 7903.006 7903.006 ag:a5. ,u g f iam na ".3 a i <.0 MN4 957.,.a 5036.58,~: s f. 5036 58 9 4 0 315.848 2402.244 2402.244 t.:1)1, PUTZ Oli vet 3 y a,.,�r.x., k SS e .s d, Frrt_ aka 4 aw m. .f 7v r.,.t.. 0;.,286.738 p;� p.. General Section Sets Label Shape Type Material A [n2] I (90.270) [in4] I (0.180) [in4] 1 GEN1 RE4X4 Beam aen Conc3NW 16 21.333 21.333 O_S Z. ISFINZI A IMone UZ ZIAR1GID 74 4<V Wrgre° +6 -MkU V!'"Oi 1e +8 7 NZ Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in J (90.270) D... (0.180) (in41_ 1 TUBE HSS3X2X3 Beam Tube A500 Gr.46 Typical 1.544 .932 1.767 q Iliss3x2`5X3. g Gr 36 T' t 14 w fi s2 ��..ANGLE�;�.. Beam :....��fube��..� .��A36�` �vRica :t wg 11 4 a4404t.,R RISA -2D Version 8.0.3 [C: \RISA \11137 catwalk beam.r2d] Page 3 TECHNICAL Permit 1 837 Address Ecii\ ps-e Vie,s+ Project description S io 20 4a, 5+vuehitre -6r op Oitoe(-v-(<er Date the permit was finaled 05-13 -11 Number of technical pages 7 3 ?0 3-\-v-ucA--unx.1 Ca.lcula+iolnS Vb\Qvykeis RD CO R RAD C WWW E GO N ERMG CO COW9L 3 ST'RJCTU AL 0 MECHANICAL ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW Nimbus Ave, Suite 110 Beaverton, OR 97008 503- 213 -2013 CS06 Ver 10 04.11 c� STRUCTURAL CALCULATIONS \O-' V I✓ 4Y FOR \o Green Creek Wood Prodn Barker Installation Port Angeles, WA VOLUME 1 of 2 JOB TITLE Green Creek Wood Products Barker Installation JOB NO. 10860 SHEET NO. CALCULATED BY JFB DATE CHECKED BY DATE RECEIVED SEP I 0 2010 CITY OF PORT ANGELES BUILDING DIVISION www.struware_com Green Creek Wood Products Barker Installation Port Angeles, WA BCCE JOB NO 10860 TABLE OF CONTENTS DESCRIPTION SECTION_ CODE SUMMARY 1 BIN FOUNDATION 2 BARKER SUPPORT STRUCTURE 3 BARKER FOUNDATION 4 OUTFEED FOUNDATION 5 INFEED FOUNDATION AND RETAINING WALL 6 OPERATORS CAB SUPPORT STRUCTURE 7 OPERATORS CAB FOUNDATION 8 Bradford Conrad Crow Engineering Co. 9925 SW Nimbus Ave, Suite 110 Beaverton, OR 97008 503- 213 -2013 Code Search I. Code: International Building Code 2006 II Occupancy. Occupancy Group F Factory III. Type of Construction Fire Rating: V Wind Loads ASCE 7 05 Roof 0.0 hr Floor 0.0 hr IV Live Loads. Roof angle (0) 26.00 12 65.2 deg Roof 0 to 200 sf. 12 psf 200 to 600 sf: 12 psf over 600 sf: 12 psf Awnings and canopys 5 psf Floor 50 psf Stairs Exitways 100 psf Balcony Deck 100 psf Mechanical 125 psf Partitions N/A Importance Factor 1 00 Basic Wind speed 100 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 30 0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0 0 ft Exposure Category C Enclosure Classif. Partially Enclosed Internal pressure -0.55 Type of roof Gable Building length (L) 60.0 ft Least width (B) 60.0 ft Kh case 1 0.982 Kh case 2 0.982 JOB TITLE Green Creek Wood Products Barker Installation JOB NO. 10860 SHEET NO. CALCULATED BY JFB CHECKED BY Z f Speed -up Tonoeranhic Factor (Kzt) (z) x(upwind) x(downwind) Topography Flat Hill Height (H) 80 0 ft F1/2H Half Hill Length (Lh) 100 0 ft 4 Lh :I HJ2 Actual H/Lh 0.80 i v Yi r' r.Y2 :i Use H/Lh 0.50 ESCARPMENT Modified Lh 160.0 ft V(Z) From top of crest: x= 50.0 ft Z 4 Bldg up /down wind? downwind 1 H/Lh= 0.50 K 0.000 Z x/Lh 0.31 K 0 792 z/Lh 0 19 1( 1 000 1. Lh :1 F At Mean Roof Ht: 5 a v.*:, kA Kzt (1 +K ^2 1 000 2D RIDGE or 3D AXISYMMETRICAL HILL x(upwind) DATE DATE www.struware.com Speed -up x(downwind) H /2," H Bradford Conrad Crow Engineering Co. 9925 SW Nimbus Ave, Suite 110 Beaverton, OR 97008 503- 213 -2013 V. Wind Loads MWFRS 1160' (Low rise BuiIdinas) Enclosed /oartially enclosed only 6 Longitudinal direction (parallel to L) Interior Zone. Wall 14 7 psf End Zone: Wall 22.2 psf e Transverse Direction Windward roof overhangs: 14.5 psf (upward) add to windward roof pressure JOB TITLE Green Creek Wood Products Barker Installation JOB NO. 10860 SHEET NO. CALCULATED BY JFB DATE CHECKED BY DATE Longitudinal Direction Kz Kh (case 1) 0.98 Base pressure (qh) 21.4 psf GCpi +1 -0.55 Transverse Direction Longitudinal Direction I Perpendicular0 65.2 deg 1 Parallel 0 0 0 deg Surface GCpf w -GCpi w +GCpi GCpf w -GCpi w/ +GCpi 1 0.56 1 11 0 01 0 40 0.95 -0.15 2 0.37 0.92 -0.18 -0.69 -014 1.24 3 -0 40 0.15 -0.95 -0.37 0 18 -0.92 4 -0.37 018 -0.92 -0.29 0.26 -0.84 5 -0 45 0 10 1.00 -0 45 0 10 1.00 6 -0 45 0.10 1 00 -0 45 0.10 1 00 l E 0.69 1.24 0 14 0 61 1 16 0.06 2E 0 46 1 01 -0.09 1 07 -0.52 1 62 3E -0.51 0.04 1.06 -0.53 0.02 108 4E -0.48 0.07 103 -0.43 012 -0.98 Wind Surface pressures (psf) 1 23 7 0.2 20.3 3.2 2 19.6 3.9 3 0 26.5 3 3 1 20 4 3.8 19 7 4 3.8 19 7 5.6 18.0 5 2.1 21 4 2.1 21 4 6 2.1 21 4 2.1 21 4 1E 26.5 3.0 24.8 1.3 2E 21 6 2.0 11 1 34.6 3E 0.9 22.6 0 4 23 1 4E 1.5 22.0 2.6 20.9 Parapet Windward parapet: 0 0 psf (GCpn +1.5) Leeward parapet: 0 0 psf (GCpn 1 0) Horizontal MWFRS Simole Diaphragm Pressures (osfl Transverse direction (normal to L) Interior Zone: Wall 19.9 psf Roof 16.5 psf End Zone Wall 25 0 psf Roof 20 7 psf WINDWARD OV ERRATIC Edge Strip (a) End Zone (2a) Zone 2 length WINDWARD ROOF Torsional loads are 25% of zones 1 4 See code for loading diagram 6.0 ft 12.0 ft 30.0 ft T j LEEWARD ROOF ERTICAL TRANSVERSE ELEVATION WINDWARD ROOF I 'PT WARDRCOF VERTICAL. I12 n, MN F 2 1 LONGITUDINAL ELE'v ATION Bradford Conrad Crow Engineering Co. 9925 SW Nimbus Ave, Suite 110 Beaverton, OR 97008 503- 213 -2013 V. Wind Loads MWFRS all h (Enclosed /partially enclosed only) Kh (case 2) 0.98 h 30.0 ft Base pressure (q 21.4 psf ridge ht 62.5 ft Roof Angle 65.2 deg Roof tributary area (h/2) *L. (h /2) *B: Surface Pressures (psf) Surface Windward Wall (WW) Leeward Wall (LW) Side Wall (SW) Leeward Roof (LR) Windward Roof neg press. Windward Roof pos press. Windward Wall Pressures at 'z' (osfl z I Kz 1 Kzt 0 to 15' 0.85 1.00 20.0 ft 0.90 1.00 25.0 ft 0.95 1 00 h= 30 0 ft 0.98 1.00 ridge 62.5 ft 1 15 1.00 Windward parapet: Leeward parapet: 900 sf 900 sf Wind Normal to Ridge (psf) B/L 1.00 h/L 0.50 Cp g w +q,GC 'w ghGCpi I 0.80 14.5 see table below -0.50 9 1 20 8 2.7 -0.70 12.7 -24.5 1.0 -0.60 0.00 0.65 12.6 psf 13.3 140 14.5 17.0 NOTE. See figure 6 -9 of ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Parapet z I Kz 1 Kzt 1 qp (psf) 1 0.0 ft 0.85 1.00 0.0 Windward Wall q,GC, w +ghGC w ghGCp, 0 0 psf (GCpn +1.5) 0.0 psf (GCpn 1.0) 109 0.0 11.8 L= B= 60.0 ft 60.0 ft 22.7 11.8 01 0.8 psf 24.3 psf 1.6 25 1 2.2 25 7 2.8 26.3 5.2 28 7 0.9 11.8 23.6 JOB TITLE Green Creek Wood Products Barker Installation JOB NO. 10860 CALCULATED BY JFB CHECKED BY GCpi G= z for gi qi Dist. 0 to h /2* h/2 to h* h to 2h* Combined WW LW Normal Parallel to Ridge to Ridge 21.6 psf 21.6 psf 22.4 22.4 23 1 23 1 23 6 23.6 26.0 26.0 SHEET NO, DATE DATE -0.55 0.85 30.0 ft 21 4 psf for positive internal pressures Wind Parallel to Ridge (psf) LB 1 00 h/L 0.50 ghGC w/+ ghGC w ghGCp, Cp 0.80 -0.50 -0.70 14.5 -9 I 12.7 Included in windward roof -0.90 16.4 28.1 -0.90 16 4 28.1 -0.50 -91 -20.8 *Horizontal distance from windward edge see table below 20.8 2.7 24.5 1 0 -4.6 -4.6 2.7 Bradford Conrad Crow Engineering Co. JOB TITLE Green Creek Wood Products 9925 SW Nimbus Ave, Suite 110 Barker Installation Beaverton, OR 97008 JOB NO. 10860 SHEET NO. 503 213 2013 CALCULATED BY JFB DATE VI. Seismic Loads: ASCE 7 05 Occupancy Category II Importance Factor (I) 1 00 Site Class D Fa Fv Ss (0.2 sec) SI (I Osec)= 1 002 1.500 12440 %g 52.20 %g Response Modification Factor (R) 3 System Over Strength Factor (3o) 3 Deflection Amplification Factor (Cd) 3 Sus 0 831 SDI 0.522 Equivalent Lateral -Force Analysis Building period coef (CT) Approx fundamental period (Ta) User calculated fundamental period (T) Long Period Transition Period (TL) Seismic response coef. (Cs) need not exceed Cs but not Tess than Cs USE Cs Sms= Sm l Seismic Design Category D Number of Stories: 10 Structure Type: Not applicable Horizontal Struct Irregularities: No plan Irregularity Vertical' Structural Irregularities: No vertical Irregularity Flexible Diaphragms: No Building System. Structural steel systems not specifically detailed for seismic resistance Seismic resisting system. Structural steel systems not specifically detailed for seismic resistance System Building Height Limit: System not permitted for this seismic design category Actual Building Height (hn) =30 0 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Seismic Load Effect (E) P Q +1- 0.2S D Special Seismic Load Effect (E) t o QE +1- 0.2Sos D PERMITTED ANALYTICAL PROCEDURES 1.247 0.783 Index Force Analysis (Seismic Category A only) Method Not Permitted Simplified Analysis Use Equivalent Lateral Force Analysis Sos 0 831 SDI 0.522 Permitted 0 020 C 0.256 sec x= 0 75 0 sec ASCE7 map 16 SdsUR 0.277 sdlt /RI 0.679 0 044Sds 0 037 0.277 Design Base Shear V 0.277W Model Seismic Response Analysis Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift 0 020hsx where hsx is the story height below level x CHECKED BY DATE Design Category Design Category p redundancy coefficient P QE +1- 0.166D QE horizontal seismic force 3 0 Q 0 166D D dead load Cu 1 40 Tmax CuTa 0.359 Use T 0.256 Bradford Conrad Crow Engineering Co. 9925 SW Nimbus Ave, Suite 110 Beaverton, OR 97008 503 -213 -2013 VI. Seismic Loads cont.. CONNECTIONS Force to connect smaller portions of structure to remainder of structure Fp 0.133 Sdsw 0.11 w or Fp 0.5w 1 0.05 w Use Fp 0 11 w Beam. girder or truss connection for resisting horizontal force parallel to member F no Less than 0.05 times dead plus live load vertical reaction Anchorage of Concrete or Masonry Walls to elements providing lateral support Fp 0.10Ww 0.10 Ww or Fp =0 8IeSdsWw 0.665 Ww (for flexible diaphragm) Fp 0.4IeSdsWw 0.333 Ww (for rigid diaphragm) MEMBER DESIGN Bearing Walls and Shear Walls (out of plane force) Fp 0 4ISdsw, 0.333 w or Fp= 0.1w 0.10 w,,, UseFp= 0.33 w,,, Diaphragms Fp (Sum Fi Sum Wi)Wpx Vpx (Sum Fi Sum Wi)Wpx Vpx need not exceed 0 4 SdslWpx Vpx 0.333 Wpx Vpx but not less than 0.2 SdslWpx Vpx 0 166 Wpx Vpx ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Architectural Component Importance Factor (Ip) Component Amplification Factor (ad Comp Response Modification Factor (Rd Fp 0 4a +2z/h)/Rp not greater than Fp 1 6SdsIpWp but not less than Fp 0.3SdslpWp Mech or Electrical Component Importance Factor (Ip) Component Amplification Factor (a Comp Response Modification Factor (R Fp 0.4a +2z/h)/Rp not greater than Fp 1 6SdsIpWp but not less than Fp 0.3SdsIpWp 1 Interior Nonstructural Walls and Partitions a. Plain (unreinforced) masonry walls 10 1 1.5 0.665 Wp 1.330 Wp 0.249 Wp MECH AND ELEC COMPONENTS SEISMIC COEFFICIENTS w weight of smaller portion 1 2.5 0.399 Wp 1.330 Wp 0.249 Wp JOB TITLE Green Creek Wood Products Barker Installation JOB NO. 10860 CALCULATED BY JFB CHECKED BY Fp 0.665 Ww Fp 0.333 Ww but Fp shall not be less than 333 plf h= 30.0 feet z= 50.0 feet z/h 1 00 use Fp 0 665 Wp Seismic Design Category D Ip =l 0, therefore see ASCE7 Section 13 1 4 for exceptions Wet -side HVAC, boilers, furnaces, atmospheric tanks and bins, chillers, water heaters, etc plus other mechanical components constructed of high deformability materials. 10 h= 20.0 feet z= 20.0 feet Seismic Design Category (SDC)= D 1= 1 00 Sds= 0.831 use Fp 0.399 Wp SHEET NO. DATE DATE z/h 1 00 400SdsIe AL BRADFORD CONRAO CROW ENGINEERING CO. CIVIL •Srni1CTUI L•MEaWICfL ENOINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON. OR 97008 PH 503- 213 -2013 FAX. 503 -213 -2018 t ab 'IU -400 No C_7cLONE 1 N v2 `t a .n. 2.0` A 15 3 11— 1 14 X a Project Section Calc. by JFB Green Creek Wood Products Barker Installation Date f Chk'd by Date App'd by Date 1 z4 vu1Ts Ld.) 23.6 Pzg (2S )(2. ll.g ofv END (05)(1) K Job Ref. 10860 Sheet no. /rev. 4I As-so co ZN 1L C 1ttes)2 to /N "i'za R N Oti C') 2'To .N r Fc 5c t2. 13 4- S. I oE cy 12 5 C e seE)650), 9S Z`L Loads: ELX Earthquake Load X Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 Bin Foundation Structure used to generate loads to foundation Sept 7 2010 at 5 31 PM B inwithGradeBeams (v02). r3d M• NM I MI MI r- r- i- MI r I OM NM MN NM r NO M r- S i r r MI MI MI Loads: DL Dead Load Results for LC 8, ASCE 5 (b) (b) Green Creek Wood Products JFB 10860 6.201k 6.041k .271k-ft ftift Bin Foundation 6.2k 2.66k -ft W1ft July 6 2010 at 1047 AM BinwithGradeBeams(v02).r3d Loads: LL Live Load Results for LC 8, ASCE 5 (b) (b) Green Creek Wood Products JFB 10860 32.079k 30.992k Bin Foundation 32.009k 16.027k -ft ?Oft July 6 2010 at 10 48 AM B inwithGradeBeams (v02). r3d IMO i- i- i. NM MI MN I i r r NM I r- MI MI NM MI MS MOMMIll 1111 MI I MI I S MI MI MI z x 16.549k 1.09 Loads. ELX Earthquake Load X Results for LC 8 ASCE 5 (b) (b) Green Creek Wood Products JFB 10860 184 692k -ft 16.683k ..443k Bin Foundation 34.63k 182.335k -ft July 6 2010 at 10 49 AM BinwithGrade Beams(v02). r3d Loads: ELZ Earthquake Load Z Results for LC 8, ASCE 5 (b) (b) Green Creek Wood Products JFB 10860 Bin Foundation July 6 2010 at 10 AM BinwithGradeBeams(v02).r3d NMI MI MI a I NM In MI MI I•— r r M MN r r En MI S MI MI MI r all MI MO OM r MI MI MI MI OM z x Loads: WLZ Wind Load Z Results for LC 8, ASCE 5 (b) (b) Green Creek Wood Products JFB 10860 Bin Foundation July 6 2010 at 1051 AM BinwithGradeBeams(v02). r3d Company Green Creek Wood Products Designer JFB Job Number 10860 Global Number of Beam's Sections 15 'Number• of.Bearr? Internal: :Sections. 1400 Suggested Mesh Size (ft) 12 Default.SoiI Modulus.;(k/ft^3) -.1:1.50 Default Soil Bearing (ksf) (Net Allowable) 4 MaxInterafions. ;:10'..,. Merge Tolerance (in) 12 GravitVAcceleration (ft/sec ^2) :132.2. Bin Foundation No of Shear Regions 14 Shear :Re iion`Spacingfdncrerient=(ibIl: Min 1 Bar Dia Spacing for Beams No Concrete TStresa- Block :1 Parabolic Concrete Rebar Set I ASTM A615 Concrete Co(51e ;t:..:' a f AC('2005: y" Overturning Safety Factor 11 5 Check Concrete Bearing,. `;4 Yes. Include Self Weight and Overburden in DL Yes Concrete DeriSIV.:(k/ft^.3):. Concrete fc (ksi) 13 Concrete,Ec;(ksi) "':,_.:_,,;,i... :1:4.000 Steel fv (ksi) 160 Minimum. :Steel:'. 7 Maximum Steel I 0 0075 FootinpTobBarSizei Footing Top Bar Cover (in) 13 5 Ebbtinq .Bottom: Baf`:SiZe Footing Bottom Bar Cover (in) Pedetal:Ba =Size`:- r' Pedestal Bar Cover (in) Pedestaf,Tie'Size. :r 35 11 5 Concrete Properties Label E rksil G rksil Nu 1 1 Conc3000NW 1 3156 1 1372 1 .15 ;;.,21.: ..Conc3500NW ..1 '.3409 7.. :1482'_ "I:... _15 3 1 Conc4000NW 3644 1 1584 .15 ,.4..: Conc3000LW. .x2085 :..'':1 ,907 5 1 Conc3500LW I 2252 1 979 1 .15 1 6i :Conc4000LW =1::.. `:'2408'': G:. ...:1:047.... 'i:. :..:.'°x'`.1'.5 :...F Therm \1 E5 F)_ Densitvrk /ft^31 fcrksil .6 I .145 1 3 `':6'.' TT,' ..145', :...1 3:'5 .6 .145 I 4 July 6 2010 1056 AM Checked By General Desian Parameters Label Max Bendina Chk Max Shear Chk Flex Steelrksil 11 I Tvoical 1 1 1 1 1 60 1 1.5 1 1.5 Too Coverrinl Bottom Coverrinl Beam Rebar Parameters Label Min Flex Bar Max Flex Bar Shear Bar. Shear Steelrksil Leas oer Stirrun Side Coverrinl I 1 1 Tvoical 1 #5 1 #7 1 #3 1 60 1 2 1 1.5 1 Slab Rebar Parameters Label Top Bar Bottom Bar Max Too Bar Soa...Min Top Max Bot Min Bot Soacina Side Cov.. Slab Rebar at Mid -D.. 11 1 Tvoical I #6 I #6 I 18 I 3 I 18 3 I 2 I 0 1 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Prooerties I 1 I Point Coordinates Label Footing 1 Label R3D N1 aR3D.. N4 R3D N5 :R3D: °N8' 5 I N5 7 I N7 8:.w a" ;N8.- 9 I N9 11 I N11 712: 13 I N144 15 N146 .2N447_ 17 I_ N17 19 I N19 N207.., 21 I N21 ,;22. 23 I N23 25 1 N25 ;N26t. 27 I N27 N28 29 I N29 31 I N31 1 32 ?1' ...,`N32`: 33 I N33 34.1.. N34...... 35 I N35 N36 37 I N37 '38.1.2 39 I N39 ;40.1 .N40. 41 1 N41 N42 43 I N43 44 1`... N44 45 I N45 N46 47 I N47 N48 1 49 1 N49 1.'.50'1 ::x .N50 151 I N51 Bin Foundation Overburdenrksfl .1 Z [ft1 0 18.67 1.17 Al* 19.83 19.83 -1.17 19.83 16.67 1.17 2.33 Passiverkl Friction Coefficient 0 1 .3 1 5.83 :71 9.33 ;1'1 :08 12.83 14:.58'..:." 16.33 19.83. 16.33 12.83 11 9.33 5.83 4.08 2.33 1.17 0 :58 2.33 5.83 7.58.:,..,..... 9.33 .11:08 12.83 16.33 July 6 2010 10'56 AM Checked By X [ftl 0 16` 0 1 6 17.58 1 .13.61 I 13.67 2.33 583 1.583 2:33 2.33 2.33 15.625 4'3':67' 13.67 13.67 13.67 13.67 13.67 :1:167' 15.625 1;7.58 17.58 '47;58:: .0 17.58 ,.1:71:58... 17.58 17 17.58 *17 :58 17.58 0.3735 4:583.. 1.583 1.583 1.583 .1:583 1.583 21.583 1.583 RISAFoundation Version 2.0 3 [T\. \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d1 Page 10 '1 Company Green Creek Wood Products Designer JFB Job Number 10860 Beams Point Loads and Moments (Cat 1. DL) Bin Foundation July 6 2010 1056 AM Checked By Point Coordinates (Continued) Label Z Fftl X rft1 1 N52 1 ...1848:71"7. 7 1 83 53 I N53 1 19.83 1 0.3735 54 1 7.11 N54 :7! 117:1. A 1 233 55 I N55 1 16,33 1 2.33 Label Direction Maanitudefk.k-ftl 1 1 R3D N1 X 1 .366 i t.: R3DAN,1;_:„. r Y 6041 3 1 R3D N1 Z 1 .179 4:.1 7'. .':".k8111.i "Mk:Si''. I. 1 006 5 1 R3D N1 MY 1 .003 ...1, .'k31i244t", ...„...,:2""F1 2271 7 1 R3D N4 I X I .388 8;71:: 7„, ..:7,C1. .....t. RISAFoundation Version 2.0 3 [T \Bin Foundation\Model_2\BinwithGradeBeams(v02) r3d] Page 11 57 I N57 I 12.83 I 2.33 58 .I .1.'11 7:.: 11'.:. .7:2:N88.7.„,1 1 „1 1.: T.1'7 1108 11, 11.2 1 17 :.P.2."S" 59 N59 1 9.33 2.33 60..r ...'1460: .1. ",:::::1. 11, .,7::88':::.i.,:, ...1.; r ,..7,:.„ ,..:2f35?Ss.r',:.1:, 61 I N61 5.83 1 2.33 82`.11 ...T:: ..41 :„1.1,::7. 71 1. 7 ;1:711 :771.. 63 I N63 I 2.33 I 2.33 1.84 l'... 12, ::....:;.,.:VA4 ,:::::12;., 1 .058:::: 1::: 7 7 2".:':.::: 65 I N65 2.174592 I 15.725482 ''.66- iI:". I ..:.,:..I ...2 L. ".....:.;.....7. 7. I." 4038374. 1. :111.1. 18'.881032' 67 I N67 5.818899 I 15.63225 t8.21.17. ..".:1"."7",*::..17. .77.NO8•. 7 71 2 77 7... Ii51,211'„ :11 1. 69 I N69 I 9.330013 15.626035 70 N7.0 A. 11,'.-082826.... ..,L ..156Z7.0721. 71 1 N71 1 12.841293 1 15.632251 1Z.:1:...i. ,1:..,1."... 1,"11:`,..I.:211.1::::: ,'1:.. .fit828482 1 7. F ::',..7.`171.:".:::::: 73 1 N73 1 16.488086 1 15.725483 /4'..'.1!:,`..;.":„....: ',N74'. T: .'.2. ..:k .„.:247.4592 ..:ia.27,342:. 75 1 N75 1 4.038371 0.346675 :18,:::: 1 1.1 ,7.:,...., :1, .777.,N1,8 11 '7 "1„ '71'1..71 5818899 I 11,11 .r.„ 77 N77 1 7.577227 1 0.371437 .'78,IZ..17.:::::. 1,2, .1 '.0c. akiaf3..,7, 1: 1 1 7 ..:::::li.77. ::...'.7...:::: :',01812N84'. 79 1 N79 1 11.082826. 0.371437 8 '„..1",:. r■f80 2: 1,.. ..1 7 .771' 7,,..„.7".... .`..t38 81 1 N81 14.622345 1 0.346674 82 11: .7 11. 17 :,N82 .:2. i.":": '16488086'..: .2,;..,. :571 "1, 83 N83 1 18.67 1 3.2 84 N84 1 1867 I :7 "1: 1 .V4 1 7- 7 85 1 N85 1 18.67 1 9.6 '..'88-'..1 71:.: 1.7 7 17 '2 1 7 F 1:118!.87:',:;,:: .,,„1.`, „:':..2 :',,,,T.,. i8'1,`„ 87 1 N87 -0. 1 3.2 T: 887F .7... .71 7. -1 .1. -1::...:11,'„.1 220.. .1. 1.11111 71 :.::784-1, 89 1 N89 1 -0. 1 9.6 '..-rr.90-;17... -,1 N90: ..7., .':;r ".„..1,. ..1 ,-01 .7 1. '.,F, 12 8 Label Start Point End Point Shaoe Material Design Rules Flexural Layout Shear Layout 1 1 1 M1 1 R3D N5 1 R3D N8 1 CRECT24X28 1 Conc3000NW Typical I Default I Default .1 Company Green Creek Wood Products Designer JFB Job Number 10860 Point Loads and Moments (Cat 1 DL) (Continued) Label Direction Maanituderk.k-ftl 9 1 R3D N4 Z I .118 .4:0 R3D:.'N4' _MX, ;1 2, `.01'8... 11 1 R3D N4 1 MY 1 12 ..•;R3D .N4 I .MZ. C.: 13 I R3D N5 1 X I -:u 15 1 R3D N5 1 Z I 7:167 ;R3D` °f MX' 17 R3D N5 I MY 1 .:1.8,.:.... =R3D N5 I :',I:::::: 19 1 R3D N8 1 X 1 21 R3D N8 I Z 1 4.:22.... '1.: ',:k3ti NBt...... h.._ IMX ...1 23 I R3D N8 I MY 1 -..24. R30 N8 `MZ Label 1 R3D N1 3 I R3D N1 ::R3D:: 5 1 R3D N1 7 1 R3D N4 9 1 R3D N4 11 1 R3D N4 r. N4., 13 1 R3D N5 1 7 41 R3DN'5. 15 I R3D N5 17 R3D N5 18 433D'`N5 19 I R3D N8 `20 :'.I' R3D° N8" 21 1 R3D N8 22 Rap N8 23 I R3D N8 .,.24 L. .R315_,_N8 Point Loads and Moments (Cat 2 LL) Direction X Z MY MZ X Z MX. MY MZ .i' X Z .BMX MY NIZ X z ;MX': MY MZ' Point Loads and Moments (Cat 26 ELX) Labe_ l Direction 1 I R3D N1 I X 1.2 ..4 l .R3D NT.. 1; ''Y..... 3 1 R3D N1 1 Z 4- .1' .'`R N -1: -1,.. .-MX. 5 I R3D N1 I MY 6 .'R3D NC.. I :MZ 7 1 R3D N4 I X .:8 R3D ..'N4 9 I R3D N4 I Z Bin Foundation .001 .349 6 :201 .204 :000:1; 0061 .000154296 .327 .092 .000309488 2 :097 Maanituderk.k '2.146 1.186 .028 2.308 .7 :.034`... .009 1:0::027 2.026 :32 :079' 1.374 .002 ufi3 1.864 ..3092' .512 .001 1:.899 Maanituderk.k ftl 16.683 .34 :631 1.042 .018 18'4 592 16.318 734',83 .139 July 6 2010 1056 AM Checked By RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d] Page 12 Company Green Creek Wood Products Designer JFB Job Number 10860 Point Loads and Moments (Cat 26 ELX) (Continued) Label Direction R3D: N4 l: 'MX 11 I R3D N4 1 MY 12'.. R3D ;N4.. MZ I:. 13 R3D N5 X `Ii 15 1 R3D N5 1 Z 16; vR3D "NS I MX 17 I R3D N5 1 MY 1 8..- ,`R3D.; =N5 I MZ 19 I R3D N8 I. X 20. ,R3 /M8 21 I R3D N8 I' 22 :.I': 123 1'. 24. `I_. Point Loads and Moments (Cat 28 ELZ) Label Direction 1 1 R3D N1 I X ....2',..1,.., :R3D N1 3 I R3D N1 I Z 4.,A .2. 2'.7... R3D`:N1`,:,:, I ...MX,',.,.... 5 a I R3D N1 I MY :6;.. Fl" .;R3D N¢1 122....x.. .1MZ 7 I R3D N4 I X 8;7.;" ".7N41. .;I ....,..:Y. 9 R3D N4 I Z 40.. ..r :R3D N* 7.:1 MX 11 I R3D N4 MY 12 i.. R3D; `N4.� MZ:. 13 I R3D N5 1 X 14. ,.R =N5 ...:d:.: .Y.: 15 I R3D N5 I Z ..18;.1,1:::,..2.. I '.MX 17 1 R3D.N5 I MY .18_ .R3D.NN5 I :.MZ‘ 19 1 R3D N8 1 X 20':. R3D: N8: 21 I R3D N8 1 23 R3D N8 1: 24 R3D N8 I MY R3D.;N8 Z I....... ".MX MY Point Loads and Moments (Cat 29 WLX) Bin Foundation Z Label Direction 11 I R3D N1 1 X r.'2. Y 1 3 I R3D N1 1 Z 5 R3D N1 1 MY 2 6..:= ..;R3D..wN1;... 1 7 I R3D N4 X 17,8 i' :R3D::N4: Y 1 9 I R3D N4 1 Z I 1:0. :I :I •1 ST Maonitudefk.k-ftl .919 16.888 __4:842 .964 16.463 3:574: .068 Maanitudefk.k 3.029 .189- .0:1:4 .003 "33:53 2 -962 .025 :021 July 6 2010 10`56 AM Checked By Maanitudefk.k -ftl .117 .008 16.549 35.058 1.098 :063 .001 1'84:377 16.549 .195 .002 184.381_ `I .081 -5 :402 1.09 16.786 3:504` .073 7781 .793 48:688 .a..t_ I 15.963 .065 RISAFoundation Version 2 0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 13 Company Green Creek Wood Products Designer JFB Job Number 10860 Point Loads and Moments (Cat 29 WLX) (Continued) Label 1 11 1 R3D N4 1'.12 R3D'N4... 13 R3D N5 14 15 1 R3D N5 F. `416-..: ;R3D. N5 17 1 R3D N5 19 1 R3D N8 i'20. 1.` 7 R3D':N81 21 1 R3D N8 722 -1`' 23 1 R3fl N8 Area Loads _R3D N8' Label 1 1 R3D N1 R3D.'N1.: 3 I. R3D N1 Label Point Loads and Moments (Cat 39 WLZ) Direction X ..Y, Z MX' 5 1 R3D N1 1 MY 7 1 R3D N4 1 X :8 'ryR3D N4.7. 9 R3D N4 1 Z 7 :10;11::::: 1'R3D N4; 11 R3D N4 N4- 13 1 R3D N5 15 1 R3D N5 1.6:.. R3D -N5 .1.1' 17 R3D N5 1 'I 19 1 R3D N8 1 ::R3D N8 21 1 R3D N8 23 1 R3D N8 Line Loads Start Point End Point Bin Foundation Direction MY .MZ X Y Z 1111) MY X Z -NIX MY :MZ MY 1 X Z 1 ..BMX..:, MY MZ. a... X z MY >.MZ Start Maanitudefk /ftl No Data to Print No Data to Print Mannituderksfl Maonitudefk.k -ftl .002 33.1102.. 3.004 Mannitudefk.k -ftl .167 8:845' 3.066 .015 .981. .198 140. 3.047 `M6: .013 .144 2.898 .652 .012 175 1- 9: 1 02 7 1:, 2.989 .012 :1`:2.19. July 6 2010 1056 AM Checked By .199 .01=1`....,.. .000218831 "33:472,. 3.004 6:`365:.' .035 .00033171 334731 s..., :1 End Maanitudefk/ftl RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d] Page 14 Fl 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Slabs 1 1 I 1:_:2' 1: r 40 '11..2D +1 6:1:Yes",I ....I". 41 I.9D +16 Yes 1 43 9D 6Wxl Yes 1 4'4.1:9D 1'6Wzl Yes;I 45 19D+ 9L+ 1 Yes 1 46 '1:9D +.9L+ 1IYes l 47 1. 91 I Yes 1 48 :9D ±i9L ..1 Yell: 1.: 49 1.2D +1 6 I Yes 1 I 50,.11:20 +1` 6' I Label S1 1 1 Bin Foundation Thicknessfinl 36 Load Combinations Label Solve Serv...ABIF Cate..FactorCate.. FactorCate.. FactorCate.. FactorCate.. FactorCate. .FactorCate..FactorCate..Factor 1 IASCE 1 I Yes I Yes I I DL 1 1 I I I 1 I I. I I I I I I ..'1- .,LL 1:" l",......I I°... 'I::"..;.." 1. :I "I: ,l,> 1, 3 (ASCE 5 (.l Yes I Yes I DL 1 IWLX 1 1 1 1 I I I ASCE5:(`1 Yes; [Yes- is '.DL IWLZ1; `1: .k: l IS G L..: :I`.. 1.:. 'l 1 5 IASCE 5 .l Yes l Yes l DL 1 1 IWLXI 1 1 1 6.. ASCE „1('aYes,l >Yes:l a DL.'.:.1..�I�WLZL,:1:. :1: L." I; ;1 1`..,..._,' 6... 7 (A 5 .I Yes Il Yes DL 1 ELX I .7 1 LL 11 I I I g:, "a;asCE�S;(',h•Yes;f:.Yes;a` DL 'ELZ'I..:7 ELL :I "1 :"I` 9 IASCE 5 (.l Yes l Yes I 1 DL 1 I ELXI .7 1 LL 1 I 1 i I '10; ',IASCE,;5+;LYe s I :Ye'sKlr :aI DL'1 1 ".I:EL`'Z' 1,; 11 IASCE 6( .I Yes I Yes I 1 DL 1 1 IWLX 1 1 LL 11 I I 12..1■SC :IYes ;Yes I' :.I, DL I 13 IASCE 6( .l Yes Yes 1 1 DL 1 1 WLXI 1 1 LL 1 1 1 1 1 I C 6- (1.1`Yes1Yes1: :`.`.',.DL12 I:WLZI. 1 :``LL.'_1:: =I`,.` .:I',.` I' .t .;1'. 15 ASCE 7 (.l Yes Yes I DL 1 .6 IWLXI 1 I I I I I 1.6. AsCE s= Yesa.. :,DL':I..a6` IWLZ 1;':I` „I`.' 17 IASCE 7 (I Yes Yes I 1 DL I .6 IWLX 1 I I 1 1 18. IASCE.7,(:ilYes;' 11 DL °1' .6, WLZI: 1 .:1; 1 1 19 IASCE 8 (.l Yes l Yes I 1 DL 1 .6 ELX I .7 1 LL 20;.1ASCE;8`( l Yes'a:Yes =l 1` 1.=.' DL..1 6` .,I" ELZ. ....7 °1r'PLL. 21 IASCE8(.l Yes I Yes I 1 DL 1 .6 IELX .7 I LL 1 1 .22 ASCE;a °:I ",Yes:IYesa:' 23 D +L +.5E..1 Yes I Yes 1 24`. 'I +L 5E., `l; Yesvl.Yes'I 25 D +L .5Ex..1. Yes 1 Yes 1 26:.; D +L ;5Ex:;I'Yesrl Yes 1: 27 1 1.4D I Yes 1 1 28: 11.2D +11 6L:1`Yes'1.. °h: 29 11.2D +16 1 Yes 1 1 30=. 11::2D +:1 6. I'Yes,l:: :I 31 11.2D -1 6. I Yes I "32 1 11`._2D:'.ks.IYes;l. 1:. 33 11.2D +1 6 I Yes 1 1 35 11.2D +1 6.1 Yes 1 36.,11.2D1:,6 Yes:: 37 I 6 Yes 1 1 1 38:_:11 .2D l 1_. 39 I1.2D +1.6 I Ye 1 1 .7. °I ,LL. 1:; x 1 DL 1 1 1 LL 1 IELX .5 ELZ I .5 I •1: '1 ::1 I.LL. `"1 1 .1ELX ='.5'`.• 1 DL 1 1 1 LL 1 IELX .5 ELZ .5 I 1:81.-) IDL11.41 1 1 I DL .I 1.2 IWLXI 1.6 I I DL .I> 1_ -2:: WLZ 1.6.:1- 1 DL 11.2 WLX 1.61 I 1 I. DL 11.2 I ELX 11 LL 11.6 I 1 1 DL .1.11.2 I;ELZ': ,.1' Y: .'LL 1 DL 11.2 IELX 1 LL 1.6 1 1 .1.i :2 I ELZ;I`i •a1. DL 1 1.2 IWLX1 1.6 LL 1 1.6 1 I i..,1:2".,:..1 :1NLZ1,1`6 `LL I<:1; :617``..a: l'.: I DL 1.2 IWLXI 1.6 I LL 1 1.6 I 1 I 1 1 DL ::1:.2't1WLZl' 1:6.;1 LL `I 1::6:;Ix a :.f `..sl I DL .9 IWI Xf 1.6 1 1 I I 1 DL 9: IWLZ -..1- 1 :.:.r`_:`l is "I. DL 1 .9 WLXI 1.61 1 1 1 1 `.DL: I :9- WLZ1: ft:1` L- -1 l DL 1 .9 ELX 1 1 LL 1 1.6 I 1 '1,ELZ` 1 `I.. :LL':C'f :6.'I.. I. DL I .9 IELX 1 I LL 1 1.6 I 1 =.'.DL DL 1.2 1 LL 1.6 I ELX I.707I ELZ 1.7071 .DL .z.:4: 1 -LL s..1 `6 1ELX(.7.07,I.ELZ °1- .7071`;. material Conc3000NW 1 1 1 1 1 1 1 1 1 1 1 July 6 2010 1056 AM Checked By I 1 ;I; :1. I 1 1 I I RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d] Page 15 Company Green Creek Wood Products Designer JFB Job Number 10860 Load Combinations (Continued) Label Solve Serv... ABIF Cate.. FactorCate.. FactorCate.. FactorCate.. FactorCate... FactorCate. .FactorCate..FactorCate..Factor 51 11.2D +1 6. 1 Yes 1 I 1 DL 1 1.2 1 LL 1 1.6 I ELX 1 -.7071 ELZ 1.7071 I 1 1 I 1 -'52 '11:20,0 6 I'Yes i" :d 1 .'DL :'1:1 =.2'11 LL I" 1:'6 :!ELX %1 ..7071 ELZ:1. 7071 I:; a` t 53 1 I 1 1 I I 1 1 I I 1 I I 1 I '54 :1'_'. :.I 1 4.4 _F_ ".:I.: :1 I li I .7 °I: .I`.. :.1 ''I 55 1 1 1 1 1 1 1 1 1 1 1 1 1 I :56 I 1. 4 .:..f: 1: I a' ::.1 V.:1:4" :.:f- .1 ;1:.::: 3 :,I.... :..:`l :1'. I... 57 1 1 1 1 1 1 1 1 1 1 1 I I I 58 1: 1 :f I _.I _'I: :.I T. 4 °1 4 4 .I .:r:: I, ..:J: 59 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I :..60_. :::1; :I ::I.... 'T 1 "J T. i J.....`..: 611 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Design Cuts Design Strips I ahal I 1 1 Load Categories Label Cateaory 1 1 DL 3 1 ELX 5 1 WLX Soil Pressures (Bv Item) LC Label I 1 1 24 1 N5 3 I 10 I 1 5 1 22 1 1:.6'. 1 7 14 1 9 1 2 1 1,0..;1:..: 26' 11 I 12 13 1 3 "14 :;6' .....':C., 15 1 15 1 16 Bin Foundation No Data to Print Rebar Angle from H... No. of Design Cuts 0 Point I_naris 24 1 24 24 uc .871 I Design Rule 50 1 Tvoical .......,.'r 128 1 .696 .674 .447 ;I> 1 1 .362 1 .277 :I. 267........ 1 .244 .185 1 .175 ,..w.... I;� 17 I 1 1 .15 1 .598 1 064 I t 258.` ...I:. 19 5 .055 .219 1 :022' :086 l 21 I 16 1 1 .005 1 .018 1 .;22_ =L. 9:.. :I'... 6^ 23I 17 1 1 0 I.. Desian Rule Line Loads July 6 2010 10 AM Checked By Area Loads Soil Pressurefksfl Allowable Bearinafksfl 3.483 4 Y....... 4, 2.785 1 4 2.697 1 4 4: 1.789 1 4 1.449 1 4 1, 367 1.108 .978 1 ::939.:.....' I:.. .739 0 1 0 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 16 Company Green Creek Wood Products Designer JFB Job Number 10860 25 1 20 27 1 24 7710.. 29 I 22 31 I 26 33 1 14 •34 ;1: 351 2 1 :......'I'.._.. 37 I 6 38. =1 12 39 1 3 40,1'..`4`..., .13 41 I 23 43 9 45 I 47 I. 17 48::1: 49 1 16 51 I 25 ...20: 53 1 23 54 f p,8 I 55 I 20 57 25 58'` .......>.y....1.9 I. 59 12 61 I 2 1;62:11... ;;1:3..„ 1:1..7 63 I 65 3 I 671 24 1: 69 1 15 I 701: 71 I 5 73 17 75 1 18 I 77 26 22: ;1,,. 1791 23 Soil Pressures (Bv Item) (Continued) LC Label UC Soil Pressurerksfl r 0: 1. I 0 0 0 N6 1 .618. 1 2.471 59.1:...., .1..... '2:363: .568 1 2.273 .432. '21‘,1 '.1.729 .403 1 1.611 .357 1 1.427 1.266 .276 1 1.104 .236` .211 .843 .1 5... 782: .171 1 .683 835.7 .152 .607 I;._,.... 13 :".::f :52.1' .12 .479 I. 1 19 .09 .359 ..05:.... .038 1 .15 032 0 1 0 v.., Bin Foundation 0 1 0 .613 1 2.452 ..583: 2:332 .56 1 2.242 .391 1 1.564 .379> .11 :514 .349 1 1.396 .309 1 1- 238 268 I 1.074 22T ........,..i1 :91511. ............:I`.. _21 I .84 .17 1 .681 :,1`58`..........: 63`3, .148 .592 .119 1 .474 433.... I .353 .088 I .036 1 .145 I 016x. .,I; r.....,.. .:0'63:.. F .1 0 1 0 0 1 0 1 1 3.458 July 6 2010 1056 AM Checked By Allowable Bearingrksfl 0. 0 Sti 4 4 0 N8 1 .864 RISAFoundation Version 2.0 3 [T• \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 17 4 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 81 I 8 82' ,...-1:9 83 1 20 1 85 I 12 1 87 1 2 89 1 14 91 1 3 92 s 4.... 93 1 15 1 95 1 1 ;96 a, :`..`.':'6 I. 97 1 5 1 99 1 18 100`:-1. 101 9 103 1 22 1 105 26 1 N9 1071 22 1 109 24 1116C.: 1111 14 1131 .2 1 1f14' a11' 115 1 6 1 1171 5 1 ;r...- :I 119 I .25 121 1 17 1 122' ;7 4.1:1* 123 3 1 ..:I._, 1251 1.5 I 127 1 16 1 129 1 23 1 ,'130.'1. 20..' 131 1 26 132'°I'.. 133 10 1 '2i;., L..'. 1351 22 Label Bin Foundation UC Soil Pressurefksfl Allowable Bearinofksfl ':721....... .685 :.6731; .665 .447.. .437 5:78 .352 .267 :256: .244 1.'233," .185 174 .148 .053 .004 .:I 2:884' '2.. .2. ,'r. :4 1 2.741 1 4 :I'. .,r 2'.69': f.`'..': ;':n. 4 1 2.659 1 4 1- .1•:19;.. 1` :,4 1.748 1 4 1 :514, 1.407 1 4 1.067 4 1: 025 .976 1 4 .739 1 :696 '4... .593 .211 f039:. .016 1 0 1 0 l 2.434 1 2,221 1.554 03_. "...:�4... 1.39 1 :1:233 L 1.072 1 ".9.11: .835 1 .678 1 4 1 .593 1 4 1 .471 1 4 .355 1 4 1:98....4 .2 4 .148 1 4 .•_:074'. I' 4..... 0 1 0 0 1 0 3.443 1 4 2 :875: I`.. ,4' 2.719 1 4 4'.. 2.639 1 4 1 11 0 .609 .555 .':L 424` 1 ,389 li .348 1 1 .268 228 .209 .169 :157... .148 :12`9: 1 .118 111_ .089 .037 �'_..kx...,. 019.:... 0 1 0 .0: .861 I'.. .:719, .68 :.67.. .66 July 6 2010 10'56 AM Checked By 4 4 4 4 4 4 .�4 4 4 W 4 44 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 18 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) I. C Label 1'. 137 1 14. 1391 2 -1401 24:.. 141 1 12 1431 5 1451 17 147 1 148 "1 149 1 151 16 1531 154 =1,.2 155 I 20 ;.1:56=;1; 157 25 159 8 160 161 1 20 1..62 1'3'_. 1.71_ 163 1_ 12 1 26....;...: 165 2 1671 14 18810, 169 1 5 171 .17 1x72' P 173 1 1 17.471'_ 175 3 1764 ..'.,....10 177 18 1 :178:1: 1:5'. 179 7 181 1 22 :182:1 24: :.I 183 25 1 185 1 20 11871 23 .188: .189 12 1 S,...„ h 1 191 I 2 1 N11 Bin Foundation UC Soil Pressurefksfl Allowable Bearinafksfl '.`.447-. :..1- 1 4. .435 1.741 4 38. 1; 1:52 .352 1 1.406 1 4 .:325-. .:1.3- °h;. :4 .268. 1 1.071 4 256- 1., .e. ...1:. 026 .243 1 .973 :232;. 1� s, :928' i; .184 1 .736 1 .173.... .:69:1' :1 .148 .593 064 ..258' .053 .212 2.:018" l: :063 .005 1 .021 0 .054 1 028 .006 0 0 .868 1 .689 681 .668 .445 :39:1c1.. .361 :334' f .278 266 1 .245 1 .185 I .149 0 3.474 2.757 2.671 .t 828° 1.78 1 563:µ-T 1.446 335•....,. 1.111 1: .981 .742 .598 .215 .024 1 July 6 2010 10 AM Checked By 4 0 4 4 1 4 I 4 :4 0 I 0 ....i0',:„ 10:,....., I 0 1 0 N12 1 .616 1 2.465 1 .686";.A.::,,.. 1'., 2 :346 .564 1 2.255 1 ..._.434:. _.k .1`..736' I .397 1.59 1 3 85 1:539..... 'h.. .356 1.424 1 .1.„ :317 i 1 4:269 I .276 1 1.105 1 4 4 4.., 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 19 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label '°1'92.1:.....::1 :1`, 1931 4 1 194''....'.. 144... :T 1951 5 1 197 26 1 ....L._..... 199 1 17 1 2001:._:..,... 201 1 3 203 1 15 205 18 ;206.; 10 I 207 I 24 1 209 26 1 R3D N1 .2101 f0. 211 9 213 21 I F: 2151 13 1 217 2 25 „I 219 11 I „I 2211 6 223 1 18 2251_ 1 227 1 4 1`'228=! 17291 1:2304:....._.., ....15:.. _...k L.' 231 1 16 1 232:"1 uc :236 .21 C....: ,........:197 I .171 :1.58 1 .154 Bin Foundation 233 20 0 234:I. e 23` ..0': 2351 24 R3D N4 .236 .729 1'0 ,......609 237 1 7 1 .593 .,.22: 1 f =238: w., "5$ 239 1 19 I 1 .544 240x: 1'4 .394: 241 I 11 I .391 :2421.: 26, :..:334... 243 I 2 1 1 .32 244:. ......:.23'....... I: 305.. 245 1 13 I I .249 246.1..... ,..:1'2, 1• 1.. 146: 247 1 6 I I .215 .119 .089 .037 ,:028 0 0 .72 .585 .537 .382 .311 .24 .238. .212 '.2 T .157 I .14 1 )69. .067 35. .017 .011 I 1 I Soil Pressurefksfl :942 .839 >787` .684 .618 1 .476 .357 :203, .148 1';12 2.88 2.34 :2271... 2.148 :,1:536 1.529 :1: :28'3 1.245 .961 .;954..... .849 .626 .558 :274` .267 2.178 ..:1576::.. 1.563 1::335:.w., 1.279_ 1 .996 1 ::983 I.. July 6 2010 10 AM Checked By Allowable Bearincafksfl 4 .859 1 4 0 0 4 4 4. 4 4 .07 1 4 ...05 043 I 4 0 0 2.915 1 2.437 2.374 1 0 4 4 4 ..s4 .4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d1 Page 20 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label „.1: 249 I 18 1 1 1 251 I 1 I 1 253 1. 4 255 1 8 1'2564..._. 1:7. 12571_ 16 '2581," 2;1' 259 I 20 12601..' .2... 25:'.: 1: 1 261 1 25 1 R3D N5 1;2621.: „8... -i' 1 263 9 :264 20... I 265 I 21 I 1 :266 1 267 1 13 1 2681... 1269 2 270.`1:. 2511.. 271 1 11 1 273 1 4 275 1 16 L2164 ..1Z 277 I 1 .278 3` 279 6 1 281 1 10 I, 283 18 12841 1 285 I 22 1,28671 1287 23 289 1 7 290:: "20' 291 19 '292 1:".2 ....:12... 2931 11 1: 295 I 2 2961 24 I' 297 1 13 1 299 1 4 :300:11_ 3 :I 1 301 1 16 1 ':302 303 1 I ::1 UC Soil Pressurefksfl :.212 .158 .634 :1'55:.:: x621:. .141 .563 .067 .267 .022 1 .089 .01 1 .041 0 1 0 .727 1 2.909 1: 604: .595 1 2.382 575:....... n.: .546 1 2.185 1:57 .391 1 1.564 1.3-1;3`. .32 1 1.278 ..;309= ..k 718 I .992 :24:7 I ,9'87 .213 1 .854 :212... 1. :848 .157 1 .629 1'56 :623`: .141 .562 .068 I .271 .027 .11 :0:12:.'.,'= .011 1 .046 0 .724 1 2.896 ?601:. 2- 4o4 .588 2 351 .54 1 2.158 .383 1 1.533 323;.....,. ,I. .312 1 1.247 .3 .24 1 .961 .214 .855 .158 1 .631 1 :621'........ .14 .559 R3D N8 Bin Foundation July 6 2010 10'56 AM Checked By '1 I 1. RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) Allowable Bearinglksfl 4 4 4 4 4'..1 4 4 4 4. 4 4. 4 4 4 4.... 4 4. 4 4...... 4 4 r3d] Page 21 1 1 Soil Pressures (Bv Item) (Continued) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Label 3041`.,: 5 'i`.: 305 1 6 1 :306:.... 9'......... `I' 307 10 309 1 18 311 I 22 313 1 315 I 317 I 318:1 :....6.. 319 1 7 321 1 9 323 1 11 325 1 13 3271 15 28' :16 1 329 17 3301. 331 I 19 »332 333 1 21 :334 d :22 335 I 23 337 I 25 ''368qi 339 1 "340;1: :2-„ 341 1 3 342!1 :..4 343 I 345 I 346` 347 348:.1, 349 1 11 ',350 -1 351 1 13 353 1 15 354Fr. 1.6' 1 355 I 17 357 1 19 :3581 ._._..20 359 1 21 N144 I �I 1 .066 1:: 033 1 .012 .01 0 0 Q 0 0 0 0 0 Bin Foundation UC Soil fsressurefksfl .262 0 0 0 0 0 0 0 0 0 0 0 0.. 0 1... .049 .039 0 0 0 0 1 i 0 I 0 0 0 0 .I July 6 2010 10'56 AM Checked By Allowable Rearinafksfl 4 ...A 4 4 0 0 0 0 0 I 'I.. ..0 0 0 0, 0 I 0 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d) Page 22 :I Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC :360: 22 361 23 363 25 26: I° 365 1 1 .2: I'..,„ 367 3 369 1 5 6y... 3711 7 ''8 4 :...,1 373 1 9 1 375 11 1 376 377 13 1 1 379 1 15 1 1 41:6 381 1 17 1 ,..,:L 383 19 `384 20: 385 1 21 387 23 ::1: 388 ..;241 389 1 25 391 1 1 N147 393 3 I 395 1 5 6 397 1 7 399 1 9 401 1 11 4024 403 1 13 4.04 44.,.., 405 15 406 =;1.'°:, 407 1 17 409 1 19 1 1 411 1 21 41'2 F.: 413 1 23 l4.14! =24 14151 25 Label 1 N146 1 I: 0 1 0 Bin Foundation UC 0 0 0 ;0: 0 0=. 0 0.. 0 0 0 0 0 0 0.. 0 Soil Pressurefksfl 0 0 0 1 0 0 0 40 1 1 0 1 0 1 0 1 0 0 July 6 2010 1056 AM Checked By Allowable Bearinafksfl 0 0 o 0 0 0 0 .1; :0 1 1 0 1 1 0 1 1 0 1 1 0 1 0 I o 1 0 1 0 1 0 0 1 o I o 1 o 0 0 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model 2 \BinwithGradeBeams(v02) r3d] Page 23 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label 1:41`6:_ 1 417 24 N17 1448 1 419 1 22 421 1 19 1 2422-21 1'4 423 1 11 424`:1 425 1 2 426 1 1:'. .'23 I 427 13 429 1 6 1 431 18 433 1 1 434,4= 435 1 ~436 I. 437 1 17 439 8 441 1 25 17 443 I 24 1 N18 445 1 22 447 1 19 1 44'8: 26.... I: 449 14 1 4508.,: ::11 451 1 452aa1 :1. 453 1 12 455 1 23 1 3: 457 1 18 458 459 1 9 461 1 5 1 463 1 17 ,21; 1, 465 1 16 1 467 1 25 1 468 20 469 1 24 1 N19 470":1. 471 1 22 1 .556 Bin Foundation UC Soil Pressurefksfl :0.. .744 1 2.978 .644 I 71 _621 1 2.485 .531 2.125 I,. 402'._. ..t609- 1 .387 1 1.548 ........:37 1:489 1 .319 1.277 7 1. 269:. r 11_ 1' :475 .252 1 .1.006 236:. I` :945.: s.,.. .223 1 .891 .167 1 .668 .152 .14 1 .56 e,289'. .229 .064 004 0 1 0 0. 1 0 .057 5057'... .016 .49 4: 1 4 4 July 6 2010 10'56 AM Checked By 2.223 I; 1.959 .407.....,.. ..1:=627 .358 1 1.432 1 :....t ..354......... .1i ."1':416.,: .33 1 1.321 :301' 1.20,. 1 .264 1 1.055 .:227,.._.... .197 .788 :195. 18; .17 1 .682 ::165'..°° ;662 144 1 .575 ".1:2 I` .513 .12 1 .481 .11 .456:".__ .091 1 .365 1 :062 c :._.`247 .04 1 .159 1 h ..1529 1 .01 1 .041 1 0 0 .496 1 1.983 .457 °I' 1;828:7 .413 1 1.653 Allowable Bearinafksfl 4 4 4 4 4 4 4 4 4 0 0 4 4. 4 4 :4'.... 4 4' 4 0 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 24 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label 1 473 1 19 1 ::,:26 a -4751 14 1 477 1 2 1 14.781 13:.,.. `.....I'. 1 4791 12 1 480:1 23 :.._...`I 481 1 6 ':482 4831 18 485 1 9 487 489 1 17 491 1 21 4921' 1 493 1 25 ...4944 .202 495 I 24 497 1 7 498•:1:.,. 22`'. 499 1 19 501 1 11 1 503 1 2 1 505 1 23 507 6 I I' 508- 3 =1 1 509 511 I 1'8 1 512''1 _,1.5,x, ..;I(,.k.... 513 5 1 515 8 1 51.61.: 17r 517 16 1 721_ 519 1 25 520:1° 20• M. .:.;h.. 521 1 24 1 N21 x522°. 7. 523 1 10 1.6'2.41-L ,19 1 525 22 1 1:,526 11..:, :I 1 527 14 uc .382 .334 .306.. .305 ,286: .257_ ..:2.1.8';_.. .199 .18 ...`16- .129 .121 .093 .042 L: 036 .h, ...9.........1 "43 .033 0 .438 '393:.. .361 :338:.... .313 fm. .272 .241 .21 1202' .165 1'.. .125 .115 .094 .079 .036 034'..,.; .002 1 .385 ..134, .332 .;296 .266 .259 Bin Foundation Soil Pressurefksfl 1.53 1.337 1`225 .11 1.219 1.007 .795 :'f': :'.:758• .719 .516 .483 .371 ..295:. .168 .132 .092r; 0 1.753 1.442 1.251 1.089 .965 .84 110 1.541 374 1.326 f 1 4,. 1 =.183. A I 1.063 1 1 1.f,..'046... N ..1 1 1.036 1 July 6 2010 10'56 AM Checked By Allowable Bearinn fksfl 4 4 4 4 4 4 4 4° 4 4 4 4 4 4' 4 0 4 1 4 .658 1 4 624"..... W.. -`F 4 .5 4 :485.. 4.:. .458 1 4 .424 I 4 .377 1 4 4. .317 1 4 1,76 I ..142 .007 1 4 4 .0 4 14 4 4 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 25 1 1 Soil Pressures (Bv Item) (Continued) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 I f Label I628'`I'. 529 2 531 I 12 1'3: 533 3 535 8 .3°' :536 :":71';"2 537 I 9 1 538' 15: ,h. 539 1 18 541 1 5 543 I 17 :54^4.: 545 I 21 547 1 24 1 549 I 19 '550 4 551 I 23 1 .`552 1-.....„ :.11 553 I 14 1 555 1 12 557 1 22 558 559 I 26 V.... 561 6 :;862:: f "=L. 563 1 9 :564.4^T. 565 15 .I 567 18 568 1 25`: 569 1 20 1°570`1:._.:.., 16' ..,:I 1 571 I 17 1 I572 1 573 1 7 I N23 I. 575 1 23 576;1_; #..:..:.y. 1577 11 12•: C 579 1 2 1:58o:I.. :::•..b 1,4,.v. s',1• 1 581 8 1583 13 N22 I .101 .404 I h` :096•' :383.... �1s.. 1 .087 1 .347 I ":088 -i ..:346:" 't .069 .276 I :06.1.... z .,.,24, .046 1 .186 "."'"?.16-.7,-:. :034..: I `Bin Foundation UC Soil Pressurerksfl Allowable Bearinarksfl .7'!N, I' .233_ :21'3 .207 .'204 .153 .124 :124 .122 I:....... .1 .095 ":048 .046 .034 .338 "333 °n .285 .263 "255•...: .24 2227 .214 y I P,. .196 1 .167 .136 .121 .329 297 297 .252 .225 .225 .22 '22 z..,.. .198 .402_ .381 .192..., July 6 2010 10'56 AM Checked By .932 1 4 4, .827 4 .:817 <...4 .61 4 I .496 1 4 .486 4 .412.. 4 .182 :1:77` .137 :032: 1.353 1:33: 1.14 1.05 .962 .858 :801 .784, .668 .544, .486 1 1.314 t.189f. 1 187 .:1.125.. 1.008 1 190.1 I .901 901, .881 .794 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 26 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 5841: 3 ..I 5851 20 I 587 25 589 1 591 1 26 '2 591.:. 9.. 5931 15- 15951 16 597 17 599 1 23 7.: I 601 1 19 603 1 24 605 1 12 16061 ::2:........ I.,. 6071 14 ;608 1 ..=13;: 609 1 20 61:0 25. .1 611 1 10 1 I 613 4 615 1 616,1.: 617 1 15 X618''.:... ......'5, 619 16 621 I 22 .�.I.. 622 :1. w29 623 17 1624 1 625 1 23 6261.. 627 1 8 628:! 19 I 629 I 20 6 30: I:..... 111. k 631 1 12 633 1 2 1- 635 I 14 1 637 I 3 1 639 1 1 I Label N24 RISAFoundation Version 2.0 3 [T Bin Foundation .101 1 .087 .064 1 .046 ..4'- N25 1 .383 .329 I, :294 .265 .7259' .257 uC .132 :A297, .129 .123 .121 '1;24; .1 ....096? F.: .074 .047 .337 :332 .284 .273 .262 ....253:. .239 .213 199 I .197 f .169 .136 _123: .12 Soil Pressurerksfl .527 .5161.x, .514 .4017' .491 .486 .402 .384' .295 ":294 .187 .1:32 1.348 f :1": 327 1.137 N ..1'x093 1.049 2.11:014,` .957 .852 '795.. ,787 .683. .674 .:601; .544 :I. .23 .213 .204 202 ...V...._ .152 .124 j.. .478 .4439.` ,..,W .404 382 .347 .304: .257 '2'43 .185 ::125: 1.534 1.318 1.059 `1.037:. 1.026 :932..., .921 .817 .806 .61 .599 494 July 6 2010 1056 AM Checked By Allowable Bearinarksfl 4 4 4 4 4 4 4 74.., 4 4 4 4 4 4 ..1.367 ...........I. 4 4 \Bin Foundation\Model_2\BinwithGradeBeams(v02) r3d] Page 27 Company Green Creek Wood Products Designer JFB Job Number 10860 Bin Foundation July 6 2010 10•56 AM Checked By Soil Pressures (Bv Item) (Continued) LC Label UC Soil Pressurerksfl Allowable Rearinprksfl .6401R.7:;. 77.1_114: .,iiiar.Iiii :411gfe.- 4 Nii':,:::;_:2 VeA1319:t:',"::;:iiii..1..1 :;..:04...,-4„':-.'&::,_:I. .4,.,.... i. 641 I 9 1 1 .118 I .471 4 842',.:,17: :',.'4F,7..1.: I:'..',: I..;J.:..I. :_,I III 1"..:..rkITV :2'1:: 7:;:.:11:ii:'..:::::"!.'IJR4.,.:.'4417.,,'. ,I,I.?fi :::.o'f. le:7 6431 16 I I .1 I 401 1 4 64417: :1'.;6 !:..:1....'..?.r.... ,I:.: I .,-.1'.4,I.:1: :;`:"A:::. .:7„.7. 0:01r,,f..::.11:q: .''.:2:-:;:g,N;::::! !48"0:714,>.7. 71 .7t-5 :fI::.4.! .7 ::0 ..3°:II:7 i': 645 I 5 I 1 .095 I .379 4 TiI646;:f IT At; IT I. i:i I:. 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S` e,.1.14.,: F "::'.1. ::''.:1:i 71 1M-`2.::::. .7164, '...:`,"':,r.T ,...A I i'''''.7.-V A; 117 :1 1417 4 1 .179 1 716 1 4 1418 =15t.,..fif.:.:.....L14. 14191 16 1 1 .128 1 .513 1 4 142 2„ :...'7`.:,.:1 7... ii'...':. 1::::: ;:..:.7.:127 7:,,,.., i',..;.71..1,:.:.7.1.',::::i'5 .1"::..::.: .'„w:1 14211 7 1 .12 1 .478 1 4 1 1 .1';;::....... .4, .7 1 4r..7., '131 14231 3 1 1 .093 1 .37 1 4 1 RISAFoundation Version 2.0 3 [T \Bin Foundation\Model_2\BinwithGradeBeams(v02).r3d] Page 41 Company Green Creek Wood Products Designer JFB Job Number 10860 Bin Foundation July 6 2010 10 AM Checked By Soil Pressures (Bv Item) (Continued) LC Label L1C Soil Pressurerksfl Allowable 13earingfksfl 14241;: i..; :"..77'i 1 1'; In.._. ,:aa.: 1 4" 14251 15 1 1 .042 1 .167 1 4 7 .146.1'.:.....::.„ ;Ii,C..11r0:.....:11::...1;;Yfili........7 :4 r :I). f 1: .ar .:7_, ..L.',g,...1.„.1.166..„ 1;.1.,;,.., „',#4,...:ig': 14271 19 1 1 .03 1 .122 1 4 1426.1::::: .Ili ..4617M :72'.:1, 14291 24 1 1 0 1 0 1 0 I'.40.1i7.7.'1".1..;;C22M".1.:.Wili 14311 25 1 N56 1 437 1.749 4 1432j. ::..:::1'..:.;'A :','..1`,:t:L.7.:,Kc;.:::CT-..!:1&t4'T-3 ":7; 7 *,,,::::::".1Z4,.. 1433 9 I I .361 1 1.445 1 4 174MliET.:.7.;,31.6 c.fi,.:..;a::7;Lt ;6870r1:4C!. :JO, req,.:111-',2',.... 14351 21 1 1 .313 1 1.259 4 ilX36Ik::..::;..::i;.:1;22r:a'Mt;I.;..:Sli-ffiij.:l.:T17.:f47:P;:.,-a‘Wg8g-ift.i.$';':.,dirMtati:'2iA-:8-..:.;:M:fl!AlikXt-:::':VZ'W'i)i.:;0K.L:::.,',: 14371 13 1 1 .273 1 1.09 1 4 1486IL".. 1 3 1 i l 4 1 W e I 268:,:.„7:7,::21 ,_..f.:;:..1b13E,': ..„.'1'...11-1::44Rif....::,=i4....: ..,;;;Ati;.:: ...AP 14391 2 1 1 .241 1 .966 1 4 14401ITL., W.N* :Ii ,=14.°:r...1Q14 ==';"...N477:',_: 7 4.S,f,...7.7 !'i 14411 11 I 1 21 .842 1 4 4 ,;7:.i.7::. 2 :81,-... ;14.47: 7.:14:f4T:.:.;' 0 4,6:.2`. fAi 14431 4 1 1 .164 1 .656 1 4 4.4;441*:,::',....::.:ri5'5'.'-`t.'1 '..1" ::.;;;.12 :X: I' 'i I ...1, 2. 626 i. 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RISAFoundation Version 2.0 3 [T \Bin Foundation\Model_2\BinwithGradeBeams(v02).r3d) Page 42 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 14811 19 1 1482 F::22 I n., 1483 25 14841.`.. 9. 1;., 1485 21 14'861 8:: :::.......I, 14871 26 14881 13: 14891 12 1 14901; 14911 14 14931 20 14951 23 44 14971 4 1498d`' `1 14991 7 1 15011 17 1'5021,_." `.3: 15031 24 x.12 15051 22 9'5061...'.., 15071 15 1508aa 49' I` 15091 9 1 1'5101,, 1 1511 26 15';12 .211 1: 15131 13 1 1514 1515 2 15161' 15171 10 15181" 15191 11 :152011'... _'5 15211 22 15221 :.,..::20.... 15231 24 1524 :I` 15251 4 1526: 1.. 1527 6 152811 15291 17 1 15311 16 18321: 1533 15 1 1534 15351 26 1 N60 Label UC Soil Pressurefksfl ,...:045" 21 :182. .033 1 .131 ,.012 ._......_k 1'045 N58 .338 1.351 .333 .1`33 .285 1 1.14 I:_,..... ..274 1 .1; 1:094:." I .262 1 1.05 255 '1::0:19: .24 1 .962 228.,.,._........4.....`fr ?9:1,: .215 1 .859 N59 Bin Foundation .197 .786 ,.1;722 .169 1 .677 15 1- A `'1: x 601: .136 1 .544 `.....,...123,.'..,' ;.492` .121 1 .486 11 a H ,44:1`. .101 I .404 1096-`... „2. '383`.. .088 1 .354 ,:087. .1 :.......7g .:...:.....7:341 '71. .072 I .286 124:1 .186 :.1.32 1 .328 1 1.312 :291.` 1, 1- ..188...,.._ I .296 1 1.184 4. .;281::..'::. <...:1 ..:1:.:1:23::.:: 1 .252 1 1.008 .:225., ;I...;.y ..:90:1 .225 .901 ...225........ :9012.,` 1 .221 1 .882 1 :22' :1 V ;881; 1 .199 1 .794 :149' 1 r ,...4 ,;598 .133 1 533 .I ..:13 :1 522:.... 1 .13 .519 I 2125. 502° .123 .491 I ,....,...;..123- ..491_ :u I .123 .491 ;1'2 1 ...1`... I _4:84. 1 .401 1, .2... >096 ...384: 7 .074 1 .295 :1:. '.1. .074 ..294. 1 .047 .187 .1:1 :033 `1=3' 1 .336 1.343 .046 1 1 July 6 2010 1056 AM Checked By 1 Allowable Bearinafksfl 4 4 4 4 4 1 1 4 4' 4 4 4 4 4 4 4 4 RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d] Page 43 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 15361.. 15371 21 15381' 510 15391 25 15411 14 154211 u ..2:,.d.., 15431 12 1 15451 22 15461 24'.. 15471 8 1 15481'. 5.. 1549 6 1 15511 7 1:5521'.: 1553 17 1554 15551 18 1 1., .7T 15571 20 1 15581 15591 15 1 `I°' 1561 26 1 N61 1562:` 9' -w. 15631 10 1:5641 15651 22 1'5661= 15671 14 1 1:568 15691 2 15711 12 1 41." 15731 5 1 1574 "...:6% 1575 1576: 15771 7 1 1.5.78:1 1579 18 1 1 1580 4' 15811 3 15821 e 15831 1584; 1585 1587 1588 15891 15901.. 15 :23:_„ 19' 26 ;10: 9 Label uc 331 1 N62 1 .284 J 1.134 cl.. 273',._ 1 .262 1 1.048 :253.. .1:.. 1::0.1 .239 1 .956 226. a :..905: 1 .213 1 .853 1.. 199 .197 1 .789 .17 1 .679 .136 1 .543 1 ?3' :.492 .12 .481 :1` 1 'f., .44c:.: .101 1 .403 ..:096` .087 .346 :082: s... .067 1 .268 .046 .186 031•. ...<I'.: 126: .382 1 1.526 .328 1 .1.312 2 93 9::1:7 81 .264 1.056 .256. 1 1.025 .....233 :932 23 1 .921 854. .205 1 .818 l .152 1 .608 :59 :7 .124 I .494 .119 1 .475 .1 1 .4 391'- .095 1 .38 .045 1 .182 :038:: .1... ::1'5 .03 1 .118 1 .433 1.732 I: 387: 1 .356 .1. 1.425 :334 '1:...•,w,.. ,.,.'1'335'. 1.235 1 .309 Bin Foundation Soil Pressurerksfl 1 Allowable Bearinarksfl 1: 4 4 4_.: 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4' 4 4 4 1 15911 21 I RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 44 July 6 2010 1056 AM Checked By' 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 15921 15931 13 15941 15951 2 1'596:1: 15971 11 15991 6 11600:1: 16011 1 7 16031 18 116043 `1:7 116051 3 ;1606:1' 7 l: 16071 8 I 16091 16 1 1:6:10; :19 16111 23 1 16121: "..'20 16131 26 :16:141.` 10 16151 22 1 16161 39 I 16171 21 I 16:1811. 24:. w: u. C 16191 14 1 16201 1. ":13 16211 2 1 1:6221:1..."......1;1:'` ;Is. 16231 12 [1:624 1625 6 1 1626 5 1,, .I' r.,. 1627 18 1 1. 1629 7 1 1.63017 16311 1,6321:, 16331 15 16351 19 1'6361: ...1.6 16371 23. 163S1..: 16391 26 1`64'0'1 16411 16421 16431 1:6441, 16451 14 1 16471 2 1 Label UC 1 :276. .268 1 .237 1 1 0 r N63 1 .489 I 1 -957 ;I: _:449;_` 1 _1.795 ':f'..",.. 1 .406 1 1.624 1 377`. x V. d:. ...1.'507 l?` 1 .329 1. 1.317 1 I .299: '27.. Ir :...1:198'_ =1 .299' I 1.195 1 X28:.. :..,.:.h... .247 1 ,986 1 .21:3' 1 :851.. .194 1 .777 1 1187;. 1' :..:.749 N64 1 22 1 I 21 I I, Bin Foundation Soil Pre 1.072 .949 .826 .654 621...... .498 w .455 094 I .375 .077 1 .308 .036 L .143 s 0 207 .1:98. .163 ::155 .125 .1:17 .114 .1:06 .178 1 .128 1 ...126. .115 .092 .042 .024 :023' 0 .548 512.. .48 .352 .343. 71 .323 :294 .257 713 .639 511 504.. 459 :437 .369 .295 166 :132'- .097 0 2.192 1.919 1.408 1•.'374' 1.291 1.`176 'L 1.028 1 July 6 2010 10'56 AM Checked By RISAFoundation Version 2.0 3 [T• 1. \Bin Foundation \Model_ 2\BinwithGradeBeams(v02) r3d] Allowable Bearin ks 4 1 4 4 Page 45 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 11648 1.1: 16491 6 1 :6501, 1:2'... 1165111 25 11:6521',7, 16531 18 1655 17 1 116561 11657 3 16591 15 1660:1- :1 °9:, ..,e '..'.y<,h 16611 16 1 1662 .8: 1663 23 1:6641. 1 '20' 16651 24 1'666 :C 16671 1688: KT 16691 1670 1671 1672: 16731 16751 16761.':" 16771 3 1678x_; 16791 15 1680.' 1a <I: 16811 1 I 1682' ..224: 16831 5 16851 9 1 16861.. ::16 I;... 16871 17 17031 3 1 Label N 10 1 22 14 X23.. 2 12 Bin Foundation .516 .::491... .474 `361 .354 .298 July 6 2010 10'56 AM Checked By• UC Soil Pressurefksfl Allowable Bearinotksfl .193 1 .773 1 4 1, .168 .671 658, I 4 .142 1 .569 1 4 1:2:7` .113 1 .454 .091 .362 .039 I .157 1._.. -_0:86` 1 .011 1 .043 1 0 1 0 I .632 1 2.529 1 4 1 2.064 1 4 '112 1 1.894 1 4 1:442 I: 1 1.416 1' 1.192 242 1 .967 T .2 l .798 .145 1 .58 1,38:.,...... 1... ........:5'53; .137 1 .548 IA .074 .1 .297 .055 1 .22 .019 1 .077 4 1'6881.1 _:21.,. ....1: 16891 20 1 I 0 1 0 1'6901 25:: :1, l: :(Y....... 16911 24 1 N66 .565 1 2.259 1692 2:7Z. :.:5:1:, ;I;. 2 :041: 16931 19 1 .462 I 1.848 1694. 1 _!b.- .444, I _m ....1 174_ 16951 22 I .39 1 .1.559 1 4 _:343.' 1696 1 ..11� 7.11 1` 1 F .4 16971 23 I .329 1 1.317 4 `3 ...w 'I ,,1:303. 1698,.. .,.14:..,. 4. 16991_ 2 1 .285 1 1.139 1 4 170 12 ..7.1:,: �1 .244`..`. 1 :974 I f 17011 13 I I .226 I .905 I 4 1102' 26', .--.1i..." :1 "._.:..:.•226- 1 '11.:: :903 I ..:.4 1 .193 1 .773 I 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 46 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) Ir Label UC `i.. ,1764 I." P r 7 04, 17051 15 Soil ksfl .139 I .558 ;I A..Y .136, I. .54 17071 18 .122 .488 I`:.. :11$' ..'....'4. :M.:I :471- I .094 1 .375 ,.:0.76:. I'. ......_.306.. .058 3 .2 2 04 ,,.1:'59: 17131 17 1 I .022 I .089 h, ,..6 1::::: =0. 17151 25 0 1 0 17171 24 N67 .508 2.033 l: :4'9:1' I, :_.:1: :964. „T 17191 19 I .443 1 1.773 .'".7§";'." ''1 :517 1721.1 23 1 .353 1 I:w' :33=1;. 17231 22 1 .314 I ;30S I „I: l'....` .276 1 248....._.,...,.`1:..:_ 17271 13 1 .22 1 r: :189 17291 26 1 1 .177 I`.: :164. .161 1 .643 1 f _136`..... 'E 1:....:544_. 17331 1 I .134 1 .534 :107. 4..,.a 4, .429 1735 4 1 .106 .425 1`.... ......3,11.'' i :078_ I .059 1 .235 ia.. 0 "5 -',1' „I: 17391 20 .05 1 .199 .102'4' I 096 17411 25 I .003 1 .012 0'. `:C 1 1 1.918 1 '838 1 1 1.727 1743 7 1 N68 1144 24: 1 19 1:746,. 23::..:. 1747 11 1748 17491 14 1`7501. :,2' 17511 12 1752 22` <I 17531 13 1 1?7541: f 17551 3 1 1756t .6 17571 15 I 175817 :.;n'_ 17591 26 1 Bin Foundation. .479 .432 .324 .283 ...:27` .256 .215 .213 .187 .146-..;` .134 .13 1.296 1.133 1.025 1.412 1 4 1:326 ..1 _4:._. 1.255 1 4 .1; 2:11' 1... 4 1.102 1 4 494- .879 ..757 f..�.. .709 1 1` July 6 2010 10'56 AM Checked By .518 1 4 Allowable BearinaFksfl 4 4 4 .'4., 4 4 0 4 ry.M` n 4 4 4 4 4 ;4: 4 4 4; .862 I 4 85 .748 4 585 .536 1 4 RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBearns(v02).r3d] Page 47 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 17611 20 1 178z1,.: 17631 5 1764,, :..2 I 1765 9 17.66'1-. 1767 17 1 1768 17691 7 17711 24 1772x.: 17731 11 1 17751 2 17771 8 1;7781:. :,'10 1779 13 1=780 '.3 17811 20 1782:1: :22 17831 15 17851 1 1786 ............_M:4.. .'f 1787 25 17881' 17891 18 17911 5 17921.:..` 17931 17 1794 21:. 17951 7 1 N70 17961 17971 19 I 1 17981 24:. _.r1 17991 11 18011 12 18031 14 1804r. 18051 13 18061.., -10. 18071 3 18091 25 1 ..15 ".1.„ 18111 1 I I 18131 22 :h Label N69 1 i 1 '81:4, 16.. .I 18151 5 1 Bin Foundation uc .112 .078 rt 1 :059 1 .025 _r06. .475 .417 .321 .267 .264 :263. .214 .176 .133 t1 :32'. .132 .09 .079 .079 1 .025 1 .478 1 I�. .431 .323 .282 .255 ..243. .214 .187 .134 :134. .132 .107 .078 I Soil Pressurerksfl 4'.77 .449 .314 .,..264 rl .235 :187: .1 1.901 1.71.. 1.669 1.285 1.069 7.!.1'069ax: ....:..:,l` 1.055 1 1.053 .854 1452°. ::V .706 693 .533 1 .529 ‘':'52. .361 .318 1 31:7: I'. -314 +.232:. Y; .101 0 1.913 1.723 1.291 .1 x.. 1.2:72" "'I 1.127 :1:'071.' 1.019 .1. .855 1 .842..:..' .748 .536 .53 .476': .427 .:372` .312 July 6 2010 1056 AM Checked By Allowable Bearinarksfl 4 1 :4. 4 4 '4:.. 4 I: 4 4 1 4 4 1 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) rid] Page 48 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC .I 18171 9 18191 17 18211 23 1822 :.1.... 7..... 18231 19 1 8. 18251 24 1: 826:1 ::T1'.` 18271 20 1 :.::,..:`'12 1829 2 18311 13 18331 25 18351 4 1 1836'ls' :16`.7.".'.1.:1 18371 1 11838:1 :..1.6 18391 6 184.0r.. °...5 I 18411 9 18421w 18431_ 22 18451 26 1846`1': '1 18471 23 18481; 18491 19 1 118501. 8 :1: 18511 20 1 1:852.L. ...11.... 18531 24 18551 2 1 14 18571 25 1858t„.... 18591 3 1 4.860. :..2 4 I' 18611 15 1 1862. ...._1 C.. 18631 16 1 118641.::... _.1:0 18651 6 1 1. 18671 9 1888 18691 17 1 18701 22 I 18711 21 I Label N72 1 .025 1 099 ..0`.., .i1..... 0_ .506 1 2.026 .441 1 1.765 :376: .351 1 1.405 _329 "1 ":1;:31'_4:...'...`,... :.:1 .313 1 1.251 I :198::... f......=l .273 1 1.09 .216 1 .866 1 178 I 712 1 7641 .16 1 .641 .133 1 .533 1 .106 1 .424 1 :077` .054 1 .218 .042 1 .169 0 1 0 i1 .562 .459 :439 .387 339'. .326 .2.8 .223 :221 .193 :1:75 .139 1 .122 1 .093 1 i :....Y :076:,. 1 .051 :039. 1......., 1 .021 I Bin Foundation' uc :066-.: 1 .057 1 Soil Pressurelksfl 264.......' I .226 1 1 1 2.247_ ..:2 :028...,...,_ .._...:I:. 1 1.837 1 1.547 1 :I 1= :355 1 1.306 1.12 1 9b6 1; I .891 .772 :702 1 .558 1 .487 .373 July 6 2010 1056 AM Checked By Allowable Bearinafksfl 0 1 0 1 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 49 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label 18:721. :26 I; 18731 23 1 N 73 :.I'..'..: 18751 8 18761' 119 18771 20 1:8781..:.'.. 1:1 18791 12 1:8801' :24_ 18811. 2 18831 14 18841: 1 4 1 3 zl: 18851 1886...:..._ 1887 1 :18881rS 18891 1890.1.„ 18911 5 16921 1'( 18931 9 1894:1.; 18951 17 11896' 1897 22 1188 r :26 1899 26 1901 10 19021,... 1903 1,904.., 19051 1'906• 19071 1:9081 19171 3 1`9181 8: 19191 7 19211 15 1 49? 1: 19231 20 1 23:.:'.. 1925 26 19261x..`. 19271 21 I '3 15 1 1 1 22 1 14 1 2 1 19091 12 191;0:x: 1911 5 I 101=2 L" 19131 17 1 1`9141..... 19151 1 191611 4 I. 1 N74 Bin Foundation UC .629 .535. 1 .51 .487.., 469 .355; 348 :307 .292 :27 .236 229 .199 .192 ,138 .136 °08 .073 ,:064 .046 026 .018 0 -144 `1:37 ;.7.. .136 .081 .073 :068 .047 ;0261. .019 N75 1 .56 .458 .626 1533' .506 486 .466 .347 .291 .236 1 Soil Pressurefksfl 2.514 .2:141. 2.039 t 95j 1.874 1,:4:19. 1.391 1.167 °1:.079 .943 :911'4. .797 .579 .545 .292 .266. .183 .073 1 0 2.503 2.024 1:;942' 1.863 1.386 1 1.166 1 -1-- :074. -945 91.5 .199 1 .795 ..1141 71765 .578 .547 .544 '.324 .29 :2 °72 .188 .074_ 1 0 1 1 2.24 1 1 July 6 2010 10•56 AM Checked By Allowable Bearinnfksfl 1 4 1 4 4 :4 4 4. 4 4 4 0 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 50 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC I. 19291 22 1 19311 25 :1`932'1. 14 19331 19351 1937 1938` 19391 .9401" 2 24 1 5 .'6 17 Label 1941 18 1 19431 4 194511 7 19471 15 19481L, 19491 23 19511 26 N76 1. 952 9s.. 1953 1:954 19551 25 1.956.1,7 '13::, 19571 22 19591 2 I f0-6-61;;",. 1 2 1 19611 11 99621'..:: �5. °I... 19631 24 1 1964:'. I...:.. 1965 6 1:966 17 :'I'.': 1967 1 1;066r; 17.48: I.... 19691 4 1971 7 1 11972 119731 20 119741.: 119751 23 1.9761:..., 19 19771 9 11.9781=.. ,26` I 11979 21 I 19 "80 25 19811 13 1 11982' 11983 14 I I N77 I; Bin Foundation uc :437; f..... .385 :338,.., I:..: .327 ..3'2.. .28 :2391 .222 .193 .139 F 1 .121 ...:.'l. .094 :6:76 I .888 886 .771 :699, .556 .484 ::459 .375 1 .052 1 .208 .022 1 0 .505 :x488`. .44. :375= .351 ::328 .313 .272_ .216 .189 .178 .16. .133 .106 ....077: .046 .:024 I:.. 0 0 .478 .43 .322 3.18 1 .281 2 021 I 1 =`952' ...:I: 1.761 1` 499' 1.406 1:313 1.25 1.089 ..982 .866 .711 :649` .639 543 I -532 426 .425 309 1.. .219 {w .,.'...'712 11.. .185 1 095: .:I 1.911 I :1;832 f; I 1.721 I 1 525 I 1.29 1 1.126 1 '0 .087 Soil Pressurefksfl 1.747; 1.541 1.307 1.119 1 July 6 2010 10 AM Checked By Allowable Bearinafksfl 4 4 4 4 4° RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 51 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label 1984.. :.2 Z. 1985 12 1 1986.1 22 19871 11 :1 :9881.... 19891 5 1 1990 6: I....:.... 1991 24 1 1'992 19931 1 1 19941... 19951 20 19961.' 19971 3 1 19981 16: 19991 7 20001,1 :23_ 20011 15 1 20021-; .19'.1 :.;:.;:.F..:.:: 20031 9 2004:1,, a..._ 21 20051 26 2006:1:',:1.:... `25. 20071 13 2008'1..:...... 20091. 201:0'I. 20111 10 20121 F....: 20131 11 20141 2015 22 20'16 20171 17 20:181.:....V..` :..6 20191 1 1 20201; 20211 24 1 2022.::..:..:' 20231 18 20241; :.:,1:6 I 2025 3 1 2026 'T I 20271 15 1 2028L.' :.....:1'9a..' 20291 9 20301: ".'::'25 20311 21 20331 13. 20341•. 20351 12 20361 20371 14 20381' 20r .:041; 1:62.: 1 .025 .099 N78 1 .475 1..... .417 1 -1' 41:17 I .321 I ...:.::..':.267...., .267 1 .264 I :1 I .213 A86 .179 I..:..`. t.:. ..175.'r Y.. 1 .133 .132 I. 132:.,,...'.. .091 11 .079 1 1 .078 1 1=:: 1 .025 1 N79 1 .48 1 f :459,: .432 ..324 :318; .283 1 .256 UC Soil Pressurelksfl Allowable Bearinafksfl :268..' .:..'I' :0 :-;k:- 4_ .255 1 1.019 1 4 .:244 "1.1 T.. ;97.6.: '1' .214 1 .855 1 2'11. ..,',84 .187 1 .747 146.. ......,..'1 1583 .134 1 .538 1 134... 1:....:. :M :a.535 1 .132 1 .53 .'1:19...._.......,, :476. ,..1 .11 I .439 1 ':09311.1: 371:; I .078 1 .312 :T.., :066:..:..... .:1 .264 f:' I .056 I .226 1 .215 Bin Foundation 1.67 1 1.668 1 1.284 1:069:.. 1:.. 1.069 1. 1.056 I 4 1-.053 .853 4 :744 .714 :699:.11: 1 .533 1 4 i.:. 4 1 .529 I 4 :529:... .366. 1 4 .....I: .317 .314 I. .101 1.918 '1.836 1.728 1'.532: 1.296 1 1.131 Att.' 1 1.025 :969' 1 .861 1.9 July 6 2010 10•56 AM Checked By 4: 4 4 4: 4 4 I 4 1 4 1 4 20391 11 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 52 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label 120401 .:10 h 120411 5 1 2042 4: 120431 17 1. 2044:1. 1 20451 23 120-461-'' 6' I: 120471 22 1 20491 3 1 I. 20511 7 20'521.1: .24 20531 15 20541„. 1;9 I' 2055 25 2056f 20571 21 20591 26 2060f... ?Fa 20611 20 2062 12 ::::...r_. 1' 2063 2 20651 11 I 20661!: 5 20671 23 2068: V 20691 4 20701: 20711 1 2072 2073 16 20741`' "`3. 20751 7 20771 18 1 20781' '15' 20791 24 1 20801 20811 25 1 N81 2082 2083 21 20841. :.:8. 20851 20 20871 26 20881'7. 20891 2 1 20911 11 20921 23' 20931 5 1 2094: 4.... 20951 17 1 N80 Bin Foundation uc .187 .134. .131 I .116 1 .098' .078 1 066:........ E?:... 058 1 .049::.. 1::.' .025 1 .508 :492. .444 1 .355 1 .233°1 A,:. f= r.. .313 :302 .275 .219 .177 .16 1`36...........:...... .133 .107 07x7:' .057 x055 .053 ::.024'x...•,. .005 .564 .463 .388 ;27, .331 .284 .244 .226 .194 .14 1 July 6 2010 10 AM Checked By Soil PressurelksA Allowable Bearinafksfl ,...:856. .748 ...h.. -4 I 4 :583 4.- .536 4 .526 1 4 .477:... 1; 4. .463. 1 4 ...4.,:..',. .313 1 4 .231 .194... .099 2.03 1.775 1.418 1.252 1.101 .877 :758 .709 .64 .545. .534 1 :427 4 4 4 427 .229 .21.8'.., .214 :095 .021 2..255 2:045.. 1.852 1 1.551 I 1.326 1.138 :.976. .903 ;:896 I .774 1 701• 1: .559 1 1 4 4 4 1 4 1 4 4 4 4 4 4 4 4 4 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 53 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC 20961. .`.1.., 20971 16 20981: 20991 6 2'10014 I. 2101 7 2:102' 1'8 G... 21031 15 21'041 21051 24 1 2106:_ 1 19.. .I,.' 21071 25 1 N82 24:0812., 9 11: 21091 8 1 21111 20 2112 13 2113 12 211141: '26....... 21151 2. 21.16..........,._.23 21171' 14 2148:F. 21191 5 21`20:1 21211 17 2.122,1. 16 21231 21.241=1, 21251 10 21271 7 121281 21291 15 121311 22 121321:... w 24 121331 25 20 23 .21 12 21:34 2135 21. 361 21371 21:381 21391 21401= 21411 21:421..... 21431 21441, 2145 5 2146' .........26:„ 21471 16 21461 1 21491 7 21511 3 1 0 N83 .546 Bin Foundation UC Soil Pressurefksfl :135:... ....:I,.. t :539 .121 1 .485 :121x.. .....1- :484...... .094 1 .378 :1. .304 .056 1 .224 ........1.62:.... 1 .022 .087 .631 1 2.524 54'1..... L'..' 2.:165= .512 1 2.049 .47 ;3611... ..,..`.._..I_ .353 1 .298 1 .243 .2 1 .145 137 .137 1 082 -1'... .076 1 .052 .019 1 .075 h,..:. 0 .121 I °:I`... .091 I 1 1.191 1':091; .97 :9'38 .8 .581 I .549: .s.......;a` "1 .547 .327 .303 :295 .21 ...'.1.08:::.. July 6 2010 10•56 AM Checked By 4 4 4t .a... 4 '4. 4 4• 4 1 1 1 .488 .I W .354 I I'.... .342 1 .324 1 .257 1 221_,..' .193 .161 1 .643 1 4 1.49. 1 .143 1 °126 1.._ 2.183 .2:07.1.. 1.953 1 :566' 1.415 .:1:368:.. I 1.295 1 ."1:. 1.026 886....... F'.:.:.: .772 1 Allowable Bearinnfksfl 4 4 4 4 4 4 4 0 1 7...., 4 4 4' 4 4 .571 1 4 ..:503,.._. 4 1 4 442.. I` 4..< 4.. .363 1 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model 2 \BinwithGradeBeams(v02) r3d] Page 54 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label uc 21531 15 1 1 .04 2154:: 21551 18 1 21561' :.1;0 I 21571 24 1 21581: 21591 8 1 N84 21611 25 1 21 :6212: 21631 12 21651 13 21'661'... :2.'..:' 21671 11 I 21681:' 2.1 2169 7 2116'47.1' 21711 21731 21751 19 1 21771 17 I 21791 6 1 21801 :..26: 21811 18 21,821:: 24 21831 10 21`84`1 22 21851 8 2187 23 21'88;' .2'S...:.rl_ 21891 12 2191 11 I 219211 :2 :f 21931 13 1 21941_ 21951 4 1 21961`. -I 21971 14 2.1981- 1 6 .I. 21991 3 1. 22011 21 22021:_ 22031 15 2204:0 22051 6 2206f. ,.....°_:24 I.. 22071 18 1 14 5 I N85 l .008 1 0 1 .464 1 .429 1 .283 1 .23 1 .21 I 1 .18 1 1 .157 1 .127 ,.117 .115 .08 .054 .007 0 .463 .429 .281 .228 .2.1.8.. .208 18 .:177. .155 .127 .111 I I .081 1 .054 1.. 1 .007 1 1 Bin Foundation Soil Pressurefksfl. Allowable Bearinalksfl .161 4 .033 1.852 n 1.717 1.125 4:03a.„ .914 :872: .83 0 1.855 1.716 1 1 1.131 .921 :/88' T .839 1 .72 1 :72 .628 1 .51 I 469. G: .462 .322 1 .24.. .217 1'584 .029- 1 1 July 6 2010 10•56 AM Checked By 4 4 4 .72 108 .62 .509 .468a .443 426'..' .322 .215 1 4 4 .028 1 4 4 4 4 4 4 4'. 4 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 55 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (Bv Item) (Continued) LC Label 22081 10 26... "...22 I I 22111 23 1 N86 1 2212:... 22131 20 1 1 22141 ..7 _C 1 22151 25 2216:1:.. °1:9' 2217.1 12 1 221 :8r..17: 11._ 22191 2. 22211 4 1 22231 3 1 22251 16 1 22271 22291 22301 22311 17 1 22321:' 22331 18 22351 26 223 St... 2 22371 26 22381:':. 22391 22 2240 22411 24 m' 2243 14 2245 2 .I 2246:...,. 22471 6 1 22491 5 1 22501:. 2251 18 I 2252 22531 7 22541:. r1:7: 22551 3 1 2256'...:..,...,,.4 22571 15 1 2259 16 1 2260' 2261 23 I 22621' 22631 10 1 N88 0 1 0 .544 1 2.176 .486 1 1:944 .349 1 1.397 I.+ `338 i' 1' :353 .319 1 1,276 .251 1 1_ .004 1 4 :I .193 1 .773 1 4 :1;83' f.'.... ::732. .16 1 .641 1 4 :1.4:7 .143 .572 1 .114 .455 1 .36 2.29 .159 .028 1 4 0 1 0 1 Bin Foundation UC Soil Pressurerkefl .09 1 .04 .007 0. .54 ;51;1` .482 .347 .318 '285. 1 1 1 .251 .192 1'F33` .16 1 .142 1 115 1 1 .09 .04 1 ..029 :'...:.......:I .008 1 -.ox 1. July 6 2010 10'56 AM Checked By 2.161 ;2:045 1.928 1.39 1.27 1.002 .768 .639 .568 .462 .362 ,232' .161 032 0 .461 1 1.842 1 1 Allowable Bearinarksfl 0 4 .4 4 4 4 4 4 :4 4 4 0 4 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 56 1 1 Soil Pressures (Bv Item) (Continued) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 LC 226'4'1' 712' 22651 26 1 2267 14 22691 13 22701.. 22711 11 I 22721:;:, 22731 6 2274:1'.: .7 22751 12 22771 '5 22781 :..:1` 22791 19 22801; 22811 17 2282:1 :.1 :5 2283 4 2284 22851 16 2286:" :..:.:2'3 l 2287 8 1 1 0 22881` :.-20` 22891 10 1 2290 2291 24 I 22921:,,' 26 I* 22931 14 1 2294 2295 11 2296x1. 22971 13 2298 L. 22991 6 1 28001 23011 12 1 2302:1..,..: 1 8 l w. 23031 3 1 1' I :i 23051 21 23061 23071 15 2308 17 2309. 4 231:01.. 23111 16 (23121'. 25: 123131 8 .1 1 0 23 1'.. ILL..._.. 1'4`; ..'20�` 0' 23151 24 1 N90 1 .546 12317 22 1 .49 12318 7 a.,,... I: 39 123191 26 1 1 .357 Label N89 :l Bin Foundation uC .4:31 .427 :28 :.256 .228 .207 .179 155 133 .127 .1:17...: .112 :1:07: 08 .007 1 .054 1045 007 o .464 .429 .374 .282 159- 11;. 23 1 ...2 .209 :205.:. .18 .156 1:33 .127 ...ill: .116 .081 .054 Soil Pressure k[ !j 1.709 1.12 1.026,. .91 .829 :8.16' .718 .619 .531". .507 467`. .447 ..427.: .321 .216 1161: .029 0 1 1.855 1.714 1 1 :129 11;688, .919 :8 7 7 .836 .72 July 6 2010 10'56 AM Checked By Allowable Bearin ks 4 I 1 4 4 4 4 4 4 4 4 4 :I 4 4 4 0 4 4 .626 ..509 1 4 ,468 47 .464 4 ..427. .322 :239 :..v. .216 1 .029 0 2.185 1.962 '11 :56.1. 1.427 1 4 4 4 0 4 4, 4 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 57 1 4 4 Company Green Creek Wood Products Designer JFB Job Number 10860 Soil Pressures (By Item) (Continued) LC Label 23261C:: ;.1:9'. :I...... I...... 23211 14 1 23221; '.....11 1 23231 2 2324.1: :..,....13': 23251 6 1 2327 3 1 2328: .21 :I` 2329 18 1 2336V, 23311 9 1 2332: ;15 :._.a. 23331 5 1 233416. 23351 17 1 23361 23371 16 1 123381f"." 8`.`.... w 1:....., 123391 25 1 122340f :.20 -C._.. Beam Section Forces LC Beam Label 1 1. 1 1 M1 3I 1 5 I i 7 1 9 1 1 11 1 13 1 1 15 '1 17 1 19 1 1 21 1 22.:.1.... 1 23 1 1 25 1 1 1 :^1k 1271 I 11.28 1... -..i.' 1 29 1 1 31 1 1 M1 M M1 Bin Foundation uc 7:341:. .324 .256 :.221: .194 :1 88 .161 ;:1 :48 .143 122 .091 :058 041 .039: .008 0 0 Sec v Shearfkt Torque[k -ftl z -z Moment[k- 1 1 1 2.95 .093 I 2.125 2 .093L :649:. 3 :024 .093 15.945 ,4:,._ _A 1x.302.... ':093' .1: 12 :86 '..V 5 1 2.875 .093 1 2.619 1 1... k.._ 10.088:. :1: :1:7:852 1 2 1 -4.592 .757 1 53.808 757 1; 6513 1 4 1 4.158 .757 1 55.45 1`..: ,...4 "7.:: 9549:1:..... °l! ..7 21::75 1 1 1 -6.328 1 3.471 1 30.455 .I.-....2 `51 :789'. I' 324:71' ".7.7.77, 8:682". 1 3 1 -4.755 1 3.471 1 15.902 .1' w 4..:'.. I' 3. :1'18:: _1 ..232411'.. .D.. 1: '30 :992 1 5 1 .495 I 3.471 1 35.069 '6411. is .01.9-. r r:.: 1 -7 :239` 1 2 1 3.211 1 .019 17.121 3 f.. 0:. 1:1!..:,::,„ 9 24 :829 1 4 1 3.211 I .019 17.124 6 :81 01.'9 .7.251':.... 1 1 1 .429 I 3.657 34.704 1 w- '3:067 1 `3:657 :..:1' 30 :879. 4.706 I 3.657 I 15.988 P „4, 5 .72 1, :21. ....1657: _II -5:272.. I 5 6.244 3.657 1 29.831 1 x... :205, :1- a .1:1:488:...... 1 2 .497 I .205 1 8.177 1;."_..3 :048' va' :x..`.. :_7 :061, 1 4 .608 1 .205 1 8.595 5: .'1:065 .205. 4 .,12 :489 1 1 1 23.134 1 -12 957 1 108.464 Soil Pressurefksfl 1-:363 1.296 1.025 :886, .775 2753.. .642 .573 :.503:... .487 .364 .232 .162 ..1:55.:.. .'i .03 ,o: Allowable Bearingfksfl 4 I :4 4 4 4 4 4 4 4 4 4' I 4 0 I 0 July 6 2010 10 AM Checked By RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 58 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) 1: :32' 1 33 1 '1 1A4 .=1` :a!" 1 35 1 I :L' 37 1 39 1 1 4 41 43 1 45 1 1 471 I 49 1 I 51 1 11 1 53 1 .:54 1 55 1 1 57 1 I 59 1 1 60 611 13 63 1 65 I 1 67 1 1 69 1 1 71 1 15 I :'72, ::1 l 73 1 1 7 :1. 75 1 77 1 78 1 79 1 81 1 17 182.1 :.I 83 I 85 1 87 I LC Beam Label MI M1 M.1 M1 M M1 M1 1 2 Bin Foundation Sec v Shearfkl Torauerk -ftl z -z Momentfk -ftl 1..7 :12962.......!> ..:.__...1`7:075;...... 1 18,487 12.967 I 64.585 12:939 1 _.:12:967 I: 7 ....:1 325'.21 :8`, -3.552 1 12.967 I 146.935 _26,094 ,..._,.It :353 e ."lt'...._. 6-1.7.33:1- 1 11.794 1 .353 I 72.406 I :1'06: 7.353` "'7 :100 :882 11.556 1 .353 I 73.316 .24. 2.978 14.576 1 ,12"-.507; a.'.Ifi 1'4` 576 .18 -081 1 14.576 1",99' ,,.,x.:- :1 °4`576a 1' 22.432 14.576 .3'1'916'. 12 1.75 1 1.362 1;:362'. 2.58 1 1.362 4446 :G:, 1':362'.. 13.466 I 2.807 :x '90:1 s' 1 1 "I' 1 3 1 5 1 2 I 1 4 1 -4.918 1 2.807 1 65.087 :26:1 2:807 1,.. :w' :73':582 5 I 6.121 2.807 54.203 43":948 7, :;:646 F %8:4894. .x -6.446 1 .645 1 58.28 ',1 1 :646: i1' 74:01:4` .r 6.068 1 .645 1 59.715 1343 7 x64"5 -6.71 4.321 1 50.432 :.168., :321:.... 1 72 :039- 4.543 4.321 I 65,173 1 :'8.518".„... ..,;4 „4:'32 1`_ 37'.3:1;8; 12.86 1 4.321 10.697 6:228 s.,__ ..M 27' :216: :.`..,:_s 2.738 I .869 1 49.336 :21:1";: :...1' 1 :869` .I 56 :245,.. 2.249 I .869 1 51.186 5,55:1:... :869 =31' :623 5.147 1 -3.517 I 31.394 5:244 3:'5:17... :_:l:.., :1'073:_ -4.753 I -3.517 I 9.46 1647. 3 :517:, :.:,";I_. 25:81°7=::... -1.653 1 3.517. 1 34.022 8.087. '5:63- .....:057 1 2.669 1 .057 12.065 3.. ..1. ......009._., 1 4 1 2.691 I 5:665.. 1.616 1 ,3 °617 1 3 I 4.722 .51202 July 6 2010 10'56 AM Checked By 143.368 1 12832 64.885 ::14, 1 92:3. 103.665 :52 :221s 38.291 34:755: I 41.612 '58 :86 3';': 14.727 :3 5= 578': :057 :.,.I:. 143:.456,' .057 I 11.984 3.635 1 33.845 3:"635 1 :25.781., 3.635 1 9.545 3 :635: '77 I. 10:496, 1 5 1 5.089 3.635 1 30.943 .,._AC :2.092 u 'h..... :..17 I' 10:644 1 2 1 1.04 1 .17 1 3.116 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 59 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) LC 89 I 91 I 19 92..1 93 I 11' 95 1 97 I 99 I 1011 21 I 1031 I, 105 1 _:106:: ,.22',. 1071 1091 1 1111 23 1 1131 114! 115 1 117 119 1211 25 1 122 "I' 123 1 424E7.,. :7... >G 1251 :126` Ir 26...., 127 1 1 :12811: I. 1 129 1311 27 1 132':1' .'..:,1=. 133 1 135 137 938' i> 139 1 1'405 1:. 141 I 29 I 143 1 Beam Label M1 M 1 M1 ;MI M1 Bin Foundation Sec v Shearrkl Torquerk -ftl =,3. 1. ITT 4, 030:. I: .:1.7 II 4 1 1.131 II .17 "5' I� °21:9: a: .1�7. 1 1 21.247 1 12.987 2:. 1 21467 s •=12 :987 3 19.317 1 12.987 :4 .14.492. ,,..,I:,..: ..'12:987 5 5.687 1 12.987 1 1. 25 :073 ...;i _402: 2 I 11.792 1 .402 '3- .':I'w _.133:' 1 :402 4 1 11.503 I .402 5' :1:.. 24722 ..:I :402_ 1 I 5.119 1 14.789 'I' 2:. :h. 14 789. 3 I 18.845 14.789 .,4... v:.F.... ..,KS. ::14;780:...".....1. 20.369 14.789 I 3:. Cz,., .,.'1 ...2 :057, 1 .758 1.785 �I _:G -2:.,..._...:542. ,•1° 1 ::785. _,,I',: 1 1.841 1 1.785 1 3.1'4 P: 4:785,.. 31.66 1 -6.878 :23.26 ..72 -6 :878. July 6 2010 1056 AM Checked By z z Momentrk ftl .681` 3.458 -1:1.465 117.226 32 ::062 k. 50.366 116:051: 145.843 16:494 73.174 1'01.686 1.01.686 74.29 141.974 :1 14:367:L 50.54 111.511 40.692 45.025 109.105 "10 :81:5` 14.256 1 -6.878 I 89.449 10.40 6`.8.78 :...:.'I'....:, :120:907 -6.878 I 90.263 9.977. I 12.156 -6.19 ;37:18' 12.91 1 12.156 1 87.595 -1:0` :692..,, :42°:1.156_ ..f "132 :1'37,. 10.896 1 8.073 I 87.366 'A241' _.1 :8:073 1:.:.:: ,1 :1:9.641' I 13.888 1 8.073 1 89.642 I k::., :22:81.7` `1' :8-A073,:. `I 12:65 I 31.086 I 8 073 1 105.067 1 .._1° 9` 1 5: 251'• .''1 .::125:102 I 2 I .12.117 15.251 I 83.928 :;3 1..„ ":1'.F132'. 45251 -...:I 37.037'`. I. 4 I 8.966 15.251 I 2.294 V "5;' I: .:'6:801- I T :1'5:25:1` I 31.23: I 1 I -4.129 1 .13 I 2.974 •1 9' Y .13 1 '17.708 I 3 I -.034 1 .13 22.323 4,,"..11 ,.1 :822..x. .:.:I 18:004 I 4.025 1 .13 1 3.667 :.1.. ,,,-14"96:1` 1': 1,174. 1 27::714. I 2 1 -6.804 1 1.174 1 81.033 29:1',. ,,_h: _..:1.1:74 1'7," _'97=83 I 4 I 6.133 I 1.174 I 83.576 I 1,...., 14:035 .1.174 1- 31757.. I -8.944 I 5.59 1 49.578 2 -8:707 _;_`It, 5:59 '1 ,.:1:3:99 3 l 7.598 1 5.59 I 19.065 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 60 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Designer Job Number LC 145 1 1:46'd :30:'y41r.. 147 1 21481 149 I 151 1 31 I 1531 "1: 155 I 157 1 159 I 1;60'x1`, ;1: 161 1 33 I 163 1 1 165 167 169 1 ;:1:70 171 1 35 173 1 A :741 :..1: 1751 177 1 I 179. 181 1 37 1 183 1 ,.1841. 1851 ;`:188 :1 .38`.: 187 1 `_1851 189 1 191 39 1 193 1 195 1 197 1 .40817." 199 1 Green Creek Wood Products JFB 10860 Beam Section Forces (Continued) Beam Label M 1 M 1 M1 Bin Foundation Sec v Shearrkl Torauerk ftl z z Momentrk ftl 5" 59 f`: `.44:443;.. 5 1 1.942 1 5.59 1 55.063 1.":.'" 'k: 9:716. I 068'..._ f ;12:433:, ,I 2 1 -4.595 I .068 I 22.334 1 008;;,,...,;,. F..: ;0681:,..:.. I_.' :349..:,-`.: 1 I 4 I 4.617 I .068 I 22.255 I y.... .068" 1 I 1.866 1 5.814 1- t:....2..... 1..,. 5 ::45 I :;n..':` 5 :8147, I 3 1 7.54 1 5.814 I >I, :4 :.:I. :'8.633 :I I 5 I 8.841 1. 5.814 I 2.637. 291., 1 2 I 1.338 1 .291 =1 3 :1: ::067. 1 4 1 1.493 1 .291 I 1 33.602 1 18.42 1 1.. °2: :...'31::257'. 1;8 €42 Is,. 3 I 26.449 18.42 I 4:' ::a1• 1:8.30 V ti 1.8:42 K :1 5 I -4.611 I 18.42 I 54.677 44.347. 19.203 13::579.? 48.777 17,532...: 8.023 4:'91:9 „f .w. 8.609 45:985 152.931 96.937 183495. r 212.598 3 463:.,... :i 6: :605..."`. 2 17.12 I .605 "3 'ir;, I 4 1 16.724 1 .605 5 35:944 :v h, 605... 1 1 1 3.719 1 20,914 `......,2" 1.1 17:638...:,.3 I 3 1 25.821 1 20.914 k:: a." '20.91`4.: I I 5 I 32.518 1 20.914 I 2 I 1.972 2.051 I 3 4 I 3.225 I 2.051 =5 :523` ,...'I`" "2:'051 1 I 20.366 1 -4.528 1 I 3 1 -7.86 1 -4.528 I ....:4, 1 5 1 8.644 -4.528 1 1 21:137x....., :994 I 2 I -9.771 I .994 x:253 ,..:994: I 9.188 1 .994 20.339" I .994... I 1 9.556 1 6.876 1 .14 ,274 '7.. 1 6.`876. 1 3 1 7.278 I 6.876 11204:: '1 '6 :876 5 I 19.427 1 6.876 1, I" -8:785 i.., 2 1 3.838 1 1.353 I 1:,...3 Iv .328 1.353:. 4 1 3.078 1 1.353 1 July 6 2010 1056 AM Checked By 108.305 149 :675 109.819 :18.5811' 207.012 A51.: 97.355 97.355 1 =7 :12d.r.: 145.566 59.968 64.98 _,851:94 24.414 97.76 "..14:2:5877. 85.677 88.189 `112:045 90.4 79.842 =11:002- 97.899 54:565: 18.163 73.878 76.753 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_21BinwithGradeBeams(v02) r3d] Page 61 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) 200: 201 41 203 1 204 I: 205 I =206:1.. ::4 'I`.. 207 209 1 211 1 43 213 1 215 '2:16-:1, :.4'4 ..a_ 217 1 219 1 221 1 45 222''[..... 223 1 :2241 225 1 16°1 :.4'f 227 1 228:1 229 230x:1. 231 1 ;2321; 233 234 '....:I 235 1 237 239 1 _240_ 241 1 =242.1:. 243 1 il 245 1 I 1; 247 I 2491 I '250V. 251 1 51 1 =252( 253 1 ;.254 :V 2551 LC Beam Label M1 M1 M 1 M1 Bin Foundation Sec .:1 3 1 5 1 2 4 I -8.052 5.648 1 5:648 7.655 I 5.648 I :5.968: 1 5:648. 2.867 1 5.648 1 -4.191 .098 :098: 4 1 4.232 .098 8:901: I: :096' 2.81 1 5.827 5 :922 7.605 5.827 8:277.;... :.l -5:827. 7.963 1 5.827 6547 :I .279 1.757 1 .279_ ..279 1.902 .279 2279. _..,..4 I 1 I 32.714 1 1 8.449 "74 181449,:.. 26.81 1 18.449 19 :686:. -a ,....t :518 :449: -5.822 1 36:":1:75' 1 ,`64 1- 2 1 16.99 1 4 1 16.551 1 1, `:5 ::E I 1 1 4.951 ,.1' 1'8`.421:.. 3 1 26.169 1 f.. 4: I. 30.296._ I 5 1 31.56 '1. ,'1,. -....I 3:1`81 I.... 2 1 1.232 4 I 2.666 7, .4614. 1 1 45.513 33:241 1 3 1 20.216 ::4 1 -4867. 1 5 1 15.415 I 2 1 14.479 17 :077 I 4 I 17.92 :5 d'.. .14.447._.. I:.... 1 1 16.11 _11' 2 I ^^....;4.267 1 1 3 1 19.608 1 32'5.1:1 I 5 1 44.569 I y Shearikl Toraue(k -ftl z -z Momentik -ftl 1 °353 i 49:55•.: .641. 41 7..,. .641 21.002 21.002'.1 21.002 21 :002 21 002 2.39 2:39.,- 2.39 2:'39 9.497 :9:497; ,r -9.497 9.497. 17.101 17.101 .:1.7'.101 11.492 1'1::492-...,: 11.492 11..492.2.. 11.492 July 6 2010 1056 AM Checked By 1 50.95 8:51:. 13.76 40 :331._ 54.278 18.554 28`.5855. 18.402 1 3:466, 54.021 40:29.1:.:..:" 13.91 :18::124' a 50.227 1 4.2 :.:083 .1 4.748 1 :18:'28.' I 157.83 28:258. 89.297 1. I 211.899 I 108.287 I 109.976 -'17:241 1 206.26 4:75 :68 89.599 ,24i982 I 150.213 72 :648...a 61.484 1 1: 59:674: I 67.219 I 151.943 2029.1: 132.414 1.. 176:44:1 1 131.007 ._"1" 52 :911, 3.31 58: 129.096 1 189 :661 1 126.144 1:74.2843. 1 132.672 23 :273.......1. 145.357 RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 62 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) LC Beam Label :M1 257 1 2591 I 261 1 1 1 2631 2651 I 267 1 I 269 1 I x2741.. ;h 2711 3 1 x 1 2731 1 275 1 <4:: 7,:I::. 277 1 '.278: 279 1 28 01 281 1 5 1 :`282:1: 283 1 :;2841. 285 1 '286U1': :;6;...; 2871 1 289 1 I 291 1 7 1: 293 1 I '294 :1 2951 297 298,1 299 1 I .300: 301 1 9 1 :302.1= :1 :1' 3031 I 3'041:. 1. 305 1 I 306.1. .10: -1.`. 307 1 I 308 ,1 309 1 7310:1 "1.. 311 1 11 1 M2 1 1 I 2 2 ::,:r ,1: .31' 3 1 .013 1 ,4` 1 1 5 I 2.935 2 1 -4.224 I :Ifr 1 :104 I 1 4 4.49 9 :975. M2 I 1 -6.296 77576472 -4.739 ;34 .471 .545 1 I. .555 1 .013 8.346 1 _.:99' ?I. :013'.. 711 ::95 .538 1 3.352 1 35.462 3:352,_... ,.f31:225. 1 4.766 1 3.352 16.06 ,_....el: 3:352_ ,.:.5:455' 5. 788, 1 6.341 1 3.352 1 30.377 736:.......1.:. 2fi5.._....,.. -y, r1; 6 673 °.w" 'I M2 M2 Bin Foundation Sec y Shearrkl 2 1 16.708 3 „TAT 4 1 12 924 3 1 1 5 1 2 1 4 1 1 1 1 1 3 1 1 5 1 I... 1 .215 1 17.412 -031:` ,1.'. .m :21'5:" :1 .y: :24:956'.. 3.242 1 .215 1 17 -124 :6:86 =-;1° ..215::.,.;T: :..'7`.4 22.687 1 14.162 1 105.627 .2 ..1::406 i.:. .14.. 462 1 "`:15:906= 1 3 18.263 1 14.162 .1 64.689 42:697; :Grp. :14.162 1 124.384 r ..,..:1., 0 02 3.206 14.162 1 144. I :.:4:'4.05'.. .1 x.. 95 1 2.24 1 .405 1 40.207 ..074..... .,..ai.. :405 :'.ti 34:112' 2.091 .1 .405 1 39.611 -4256' ...,4 ::405... 1 '`54904« 3.678 1 12.477 148.391 ...12.99'1` IR.' .1 =2:47.7.. :126 :229:` 18.486 1 12.477 1 65.474 .21'.682 ;1: .1 =2.477. "F... 16:139.. 11 23.149 1 12.477 1 107.562 24 :493 1.. 1'.331.,..`. :.T.1:' 12?94:1 11.388 1 1.331 1 74.546 -I 3:,. I ...203 `1. ,1-.334.,'..',. 1: 10:1 :553 'I 1 4 1 11.885 1 1.331 1 72.704 :I.....,...25255:: J 1:331:: :...1 =17 :619; :I 1 1 1 12.959 1 4.248 1 11.296 1 Torauerk -ftl. i`. .21..821,'. 21.821 24824 21.821 21.:821 .101 :1 :04 .101 .101 .794 July 6 2010 10'56 AM Checked By z z Momentrk ftl 178:'87: 123.426 1 :75849:t '1 1 2.637 l 40.:745:, 1 2.598 .1.` 12'858.... ;1 15.98 12735: 2.268 211:568; 1 55.479 7794: "1° .794 1 54.504 1:8991' 3.555 1 30.266 ;3 555'.. I 3555 1 15.901 3:555..` "._..;I: 3.555 1 34.912 -013' ,l:... ...1.1;869: .,.I .013 1 8.304 1 .01:3: 1.........7..'005; .I RISAFoundation Version 2.0 3 [T X. X. X. \Bin Foundation \Model 2 \BinwithGradeBeams(v02).r3d] Page 63 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) LC Beam Label 1- 313 1 3151 317 I :31:8 =1; 319 1 321 1 '13 1 322' f 323 I 325 I 327 1 329 1 3311 15 333 1 I 1= :334 L... 335 1 337.1 '3384.r- 339 1 3401 1; 341 17 1 3431 I 345 1 1 -1. 347 1 349 I :3561 351 1 35211 353 1 354 :1..'.. 355 1 357 1 358 L'- '1,. 359 I 4 3601 361 I 21 1 13631 I I :3641. 1 3651 I :.366'1 :.22' '1' 367 1 M2 M2 6.389 1 1 5.143 3 1 -4.752 1 5 1 1.653 2 1 1.07 1.094 1.697 `3'.574; 4.769 5157 5.169 `5584,.'�'.. 2.64 v Shearfkl Torouefk ftl z z Momentfk ftl 1`...:'..,- 8:675 ,".1....' 4.248.. -1. 37:112 1 -4.648 1 4.248 1 65.368 4 1 :1.`.T. 4:248'. I v. 72.694:... I 6.57 1 4.248 1 51.635 ..:L...1a.,.'sip :5 :68'4 .,...I.. `68... .301839' 1 2 1 2.37 .68 50.924 08&_ 68' 1'..... =56.473 4 1 2.592 .68 1 50.115 :5. =6:05: .66 .1 .1. -4. :.:.28.66; 1 1 -6.124 2.66 1 54.431 ..228: 2 :66. i :73:845:.., 1 4.857 2.66 1 65.528 41, 1 8: 935. ...2 :66 ....:36:31:4 1 13.381 2.66 1 13.654 .13:398.,.... 7.:901?".„: "'1- :.12:297 I -6.078 .908 1 60.033 3,.. ..'123`, :908'`. ...74.424 .908 1 58.894 .908 :1 ::9:30.1:...' 3.525 I 31.391 :3' :525 .1 ;1614 .i 3.525 1 9.443 3:525. r :.,1 25.799_...... 3.525 1 34.004 =:054° ..10:84:1" .054 1 3.162 :054: 17 ...611,: .054 I. 3.255 .054..' 11 ...:11'067 3.397 1 34.431 1' 3:397 1, :T. ..26':06'(:: 3.397 I 9.614 3 :397 r. '.1'Ot633. 3.397 31.381 .176 ..x '/.1.68'' .176 I 12.274 .:1:76.. 1:8568 .176 1 12.033 .176: 1:..... 8.331= 14 -297 1 113 -825 14:297. ...I .430'825:..:.`.. 3 1 1 14.297 1 50.281 -:4:' :.L ..14 :297 :;l 114;946 5 1 5.36 1 14.297 1 143.49 ...1 ,'.'1'; ._...2:702 4 t 489... 1 .:52 1:975 I 1.403 1 .489 1 43.207 1`03 -489,', ,:11 .39 :676 1.196 1 .489 42 38 I z 2:495: "Ii..... :489 °:.;5-1: :321'. '..7. 5.803 I 12.426 1 147 454 14=54 :i: ...:12 11 '117.251: 19.332 1 12 426 1 51.423 '21:494.'. .'1. 42:428, .2 -1..... 3.1 :.092 21.35 1 12.426 1 116.607 .-A','-.8...t.,. 1 1:..H...,. 24`:329:.. ,....:I'.: "10:93 2 1 11.233 1 1.61 1 75.909 Bin Foundation Sec 2.705 1T .,'5:"687... 1 20.665 =21` :091: 19.054 ',141241` ...:I., July 6, 2010 10'56 AM Checked By' RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d] Page 64 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) LC :368 I. 369 1 371 23 373 I 375 377 1 L378.f,... 379 I `.'380;1... M.° 381 I 25 382= 1:........` 383 I Beam Label M2 2 M2 385 I 387 1 389 1 391 1 27 393 3941 395 1 I 397 1 398:`1' 399 1 I 401 1 29 I 4024.: 403 I 405 I 407 1 408 1` 409 1 410 411 31 413 1 41 :4'1 415 1 .416 F, ..;I: 4171 41:81- 419 1 4204; 421 1 33 `'422 =1 I 423 1 I M2 M2 M2 Sec 4 1 1 1 1 Bin Foundation 3 1 4 3 249 I 1 1 1 10.529 112..7.43.. 11.926 :,9:761= 1 5 7.596 1 2 1 3.869 .14.462, 4 I 23.475 I .I ..1. 12.57 I 131.147 1F ,:12 :57 ,`lt A;87:26.:.. 12.57 1 37.595 1257 1 4x9:14: 1? 57 1 37.029 5.62 1 122.852 -5:62 ::"t 2:90:428 :::2 5.62 1 10.95 .142 1 3.637 .1:42' s1`:,` ".18 :0011 .v....' .142 I, 22.373 4.109 I .142 3.175 :114 :114 -6.234 1 1.23 83.622 ,:1 °•3 :.f 6.647 I 1.23 1 82.113 14'::787 h 1: :23` ..r h.,' 29 :478, -8.923 1 5.647 I -49.464 8 :694... `.h..4...... 5 :647.., c 1 .,41,..`2: 1957 7.588 1. 5.647 1 19.049 44.386. 5 1.927 1 5.647 54,952 061." .061 1 8.143 4:81:6 .061_ 8.259 5.404 I 55.699 44 :81.7, 5.404 1 19.304 5:404 I 5.404 1 -49.51 ,304 :I 11;116 .304 22.716 .304:.- 1..,,.,, .33:537: .304 1 22.305 '304. 20.326 1 148.396 2: 1. 20' ;326° t 18:522 3 1 26.092 1 20.326 I 97.115 -4.03 .018 .I f 1 v Shearfkl Torauefk ftl :1 33.1:.. P,'.. 1 :6.. 11.984 1 1.61 `25:332 .r,...., {a.. 4?61:1_ 7.282 I 13.956 :1:3'956:' 11.612 1 13.956 i 1495:... I?_. 10.234 I ._.30:988•.,. 22.777 1.395 , :0113:. 1.426 2.013 I I` -._,2 f.` .,..,5:551`.... "I 1 3 I 7.62 1 5 1 8.972 I 2 1 -4.538 1 3i I ...045 1 4 1 4.65 1 1 1 32.889 July 6 2010 10'56 AM Checked By z z Momentfk ftl 102 :338 'I 73.047 217 :603 35.198 36,914 .'85.482:::." 128.226 1.04.436 12946 13.956 '8.6161: 8.515 .28":515; ..`f :89:825' 8,515 I 119.837 ;87 :547``,. RISAFoundation Version 2.0 3 [T \Bin Foundation\ Model _2 \BinwithGradeBeams(v02).r3d] Page 65 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Section Forces (Continued) LC Beam Label 424:'........ 1 425 1 '34„..1. 427 429 I `,430: .1;. 431 1 35 1 '4321=. :1 433 1 435.1 ;436:1; M2 437 1 439 1 440:P.:.,:. 441 i 37 443 1 445 4446::1.. 38 T' 447 1 1 4491 I 450,....:. 451 39 :452'1k.... 453 1 :454 455 I M2 7177:.. 1 456:1':,. :40 1'...:: 457 1 459 1 X460°'1` 461 1 41 4624 4631 465 1 466:1 467 1 469 1 :4701: 471 1 43 472 .1. 473 I =474: =1:. 475 1 477 1 :.4781 479 I M2 M2 Bin Foundation Sec v Shearfkl Torquefk -ftl z- zMomentfk -ftl 1...4 1: :.1. 7:.922 :1' 20.326.- 'I _.:181.874 5 1 -4.059 1 20.326 1 209.2 1- 5. 1 :688` 1 82.211:. I 2 I 2.728 I .688 1 62.984 ::1 -3:1 .a;1i: T1, .1.1•8:: I. :68'8'. _...¢1 .56 :23 I 4 2.469 .688 1 61.948 1, :,:::5' 5:067 v 688 :.:1 80:138 1 4.784 17.717 I 214.656 }I: .:2' I.' 48:374:.. 17717:',:::„: ...i.. :647..... 1 3 1 26.437 17.717 98.25 :I`... 4 .1 :'31:21:9:'..... I 17.7:1.7. '1:8::97 5 I 33.61 1 17.717 I 15 :G:.... 1 35 :533 :2- .;005'::....' 1._ 15:319'. I 2 16.491 I 2.005 1 111.578 .'1';. ..::3 I' :305... -TT, 2:'005'" 1 :150 :669... I 4 I 17.238 1 2.005 1 108.81 .....'1. :..1'6 „.1f, ...:36:878r 1 2005._ .,...:A ._,...t 22.351 1 1 I 19.582 6.756 19.113 ....2'.. 13 :356, .`6:756 e...::.....;;.,, ',,...54.235. I 3 1 7.442 1 6.756 I 98.197 r.....,:..4'...::• :464'. 6:756,..... -r '1.1- 1:.21'7:. I 5 1 9.337 1 6.756 I 81.709 3 :.:1::.....:'.:1...'.... 7.944 x.:1'.... ,1:048:. :..::.N.....1._ :48.303':..:.:.:: I 2 3.267 1 1.048 1 76.336 ..133. ..:.....:I: 1, :048...:: 83 :965:,._ 3.609 1 1.048 1 75.09 1 8:866:".: 1° :048:.... ',.1: -8.647 1 -4.296 I 86.051 .888..,....,.. -4:296 1 i": 3 1 7.766 4.296. I 98.453 1 3': 758 4:296, 20.236 -4.296 1 22.753 0:285....... :............1.412:.. :.3..'..:.:. ".:18 :636,; 9.201 1 1.412 1 90.909 :=1:917 J 1.412' 1... :686; 1 4 1 9.685. 1 1.412 1 89.136 .:1': T' 5'.: °1-._....:,:21:067:..." .1 :4:12. :13:974... I 1 I -8.05 I 5.648 50.975 :I, =8:342 .;r 5 :648:;.. 18:539 3 1 7.656 1 5.648 13.732 :597-. 1...... ;..:5:648 _I° :40 :3.1 5 1 2.87 5.648 1 54.271 `.3:609` .096° :1..: .`17 :257 1 2 1.802 1 .096 1 4.265 1: :3:::.- 018 :.M ....,1` ..L... .096 :'1 :032 1 4 1.845 .096 1 4.426 .1:. 5.. °k,. :,'3:672: :096 :17:653 1 1 2.937 1 5.454 1 54.938 1:.. f.,_.. ;6:0`1: 'I. 5:454 40 :733: I 3 1 7.679 I 5.4 54 1 14.023 :1: .'4:..:.: ''8 :364:.: n `5.454: 1 1:8.338. 8.091 1 5.454 I 50.922 1.: 8.766' ;1' .28:14. 1., 12 :485 4.146 I .281 1 18.883 1. 3 :044:;' ........:I. .281" ::1. 28' :762: 4 4.255 1 .281 1 18.48 July 6 2010 10'56 AM Checked By RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 66 Company Designer Job Number Green Creek Wood Products JFB 10860 Beam Section Forces (Continued) Bin Foundation LC Beam Label Sec v Shearfkl 480j......„...-2.t„ .2 :2,. :2: .75- „7...1 C IS934 .1„ 481 I 45 I M2 1 I 31.943 I 44821 ....4„.:„..: L.:. .„.2:-. ,30604. 483 1 1 3 -26.438 I 484...Ir I ..:,2,`.;.,,,....::,... „„...,_1 .:.,...:4:: 71 '1: II „.I.,-187..1., 485 I 1 I 5 I 5.285 I 486 46' ,..,I .:M2.. _1_ ,..7. ,:.:C .1 4 :;;049f....., 487 1 1 2 1 2.101 I 488','. .t.:,::, .'„4 a, Th.. i*: 489 I 1 1 4 I 1.797 I 49.0.4„ T." 1- :`•5 ..JI 3,746: 491 I 47 I M2 :4'92;4:: .:....1 .11-. 493 I I 49214:: ".L 7 T 495 1 1 4964::1,,,48,.. :1::. 1 ....N12•' 497 I I 4984: 499 1 I ..:5G0I.ilr.:::' 501 1 49 1 M2 5024i.1 ,f ri• 503 I I Torauefk-ftl .281- 20.396 20.396 1 20.396 1; .769 1 .769 1 July 6 2010 10 56 AM Checked By z Momentfk 13.512 2. 1 153.075 ..0 89.377 208.43 7.9:571. 64.933 63.719 1 1 I 5.999 1 17.739 I 213.984 ,..,:1 _22_ ‘..1`.. :19158.„...„ '.1; .Y. 17914.61 1 3 I 26.807 1 17.739 I 90.592 1 „3108„ f.` 7417 :*.26189'. 1 5 32.734 I 17.739 156.502 I I 2 -1 1 1g 1 1'' l 1 14 110 3..,: :397 ::::L. _2.1,92 .I,.. t 150 397. 4 1 17.186 1 2.192 1 108.516 8° 1 36 4 1 5 .:4; 1 f9 1 1 1 11.014 1 19.996 I 46.379 '-'1 2 1 ‘4?:: 1 16 8' 6 21 1 1 l i I. 19.996 I I 5 1 ii 2 .3 4 66 17754 '.1, 19996 '.1' 7.':125146 505 1 I 5 I 13.724 I. 19.996 1 183.436 5061 .1 50'. T T.: „1,..:_ 1: .44.435: .;:4„,,I. 1.44,417' 507 1 1 1 2 1 32.46 12.132 1 23.683 5081 14: 7. 1.. .3: ...4 :1961 .::......1.2.132._ 11 .122.964, 509 I 1 1 4 1 -4.29 1 12.132 I 174.637 51A-1 T• ".....:17" ..T.'. ;T: :IT 7 :I:Y. 16;106...1:2. ..I2.122:.,:, :::.:;:t 7;...,12 511 I 51 1 42 1 1 1 14.206 1 17.694 1 188.203 51 'r.. 7 2 I 7 ;1.:;,..:: :::2 1:::„ 11669: 7,1;.:. 17.694 T.. .1:2' 1281667. 513 1 1 1 3 I 16.751 1 17.694 1 59.398 ;:t 7 „T.., 1: 7. _112_ .,4 _1:,.: 14;.:452. i .„:.1:7.17 '2' 1.: .7 ;.1.27-1;:*,„.:::* 515 1 1 1 5 11.554 17.694 1 -49.667 ,5.I.6IF :1:52, i,:r_ 1 7, ...'''''M2 ..,',-F 1 ."._,..7:16:::„ 1 .135.716:, 517 1 1 1 2 1 5.234 1 7.715 I 179.194 5.:181 :1 :4,: a:" 1 20495:: =1;.: 7715 .1.1:::.:2,7, :123841: 519 1 I I 4 1 33.53 1 7.715 I 20.577 20 .7:".7 l' r_..1-: 7 tr. ,5 T 1 t r 45924. .S.T i '.I. ;77:15 Beam Design Results (Envelope) Beam Shaoe UC Max Loc[ftl UC Max Locfft] Shear UC Loc[ft] Phi*Mnz To_ Phi*Mnz Bot... Phi*Vnvfl<J_ 1 1 1 M1 1CRECT24X. .1 .951 I 16 1 .672 I 16 1 .616 1 0 223.54 I 223.54 73.844 I II .2'1 M2 IORFCTZPS. „:7; t. 16 1 622 1 12833 22154 1 223.;54:..**: 73844 1 Beam Bending Reinforcement (Envelope) Beam Shaoe 1 M1 1CRECT24X28 AA2 1 CRECT24X28 Span Left Too Left Bot Mid Too Mid Bot Right Ton Riaht Bot 1 1 4 #7 I 4 #7 1 I 3 #5 1 4 #7 4 #7 I za RISAFoundation Version 2.0 3 [T \Bin Foundation\Model_2\BinwithGradeBeams(v02) r3d] Page 67 Company Green Creek Wood Products Designer JFB Job Number 10860 Beam Shear Reinforcement (Envelope) Beam Span Reaion 1 1 1 1 M1 I 1 I 21 #309in 1: :2` i1 „M2:...:. ,..:I ,..1...: :1 ;21 #3;th9in Design Cut Results Label UC Too UC Bot Shear UC. Phi *Mnz Tool .Phi *Mnz Botf... Phi *Vnvfkl Too Flex Bars Bot/Mid Flex No Data to Print Strip Reinforcing Label 1 1 I DS1 I. Pedestal Punching Shear Geometries Label Shape Label UC Too Bars #6a12in Pedestal Punching Shear Values Bin Foundation Governing Too Section DS1 X26 Location Effective De... Llfinl L2finl No Data to Print Gov LC Location Vuxfkl No Data to Print Region 2 Region 3 July 6 2010 1056 AM Checked By Region 4 Bot Bars /Mid Bars Governing Bot Section #6B14in 1 DS1 X26 Polar Mome... Polar Mome... Gamma -v Gamma -z l Muzfk -ftl Muvfk -ftl Total Stressf... Phi *Vnxfksil RISAFoundation Version 2.0 3 [T \Bin Foundation \Model_2 \BinwithGradeBeams(v02) r3d] Page 68 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AL. BRADFORD CONRAD CROWENG NEEMEW CO. CI' STRUCTURx• NIECHNICX ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX. 503 -213 -2018 1 Sj M, 5's.1st I 2.1NC 36b P�.e� 1= p.�•.t�.� s Section S 124 .4 S.fls o $3/ o 622 Project Job Ref. Green Creek Wood Products Barker Installation 10860 Sheet no./rev. Calc. by Date Chk'd by Date App'd by Date JFB Sao -P2- N• u.C, W 4-3 ca P 1-SC3SXi z 42 4.—s c3 .7e': /4 1 le L- C•� T) 1• 9 R 118 t2? Q F.' AL BRADFORD N CR CROW ENGINE E RING CO. CINL•ST RUMBA. NECWWCA. ENONEERS Project Green Creek Wood Products Barker Installation Section Bradford Conrad Crow Engineering Co. 13BNIZ-V-C7— 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503-213-2013 FAX: 503 213 -2018 JFB 0-+ Ev S /7 2 OA- I. t' r J 3�+ V 3.4 itAPAci (54146 cap -TrrTeh IS 4- PL LL !2 7 7e goo() 143. b c► 2 0 S 2 2 2 7 7,7 117 0,7 76 /15 l r 5 12 "7 c. c I 200 Job Ref. 10860 Sheet no. /rev. 'Z. A L BRADFORD CONRAD CROWENGINEERNG CO. CIVIL•SIRJCTU PL•MECWWC/l ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503- 213 -2013 FAX: 503 213 -2018 02 less G'? 'T KJ 4 1 Project Green Creek Wood Products Barker Installation Section Calc. by Date Chk'd by Date App'd by Date JFB (Z p¢-s 7 Job Ref. 10860 Sheet no. /rev. 4 Mar 3 7 NEE.` AA ZE raw srA?, rraa. 7 (5E3) k 1 2 2 dr.64C4 AL BRADFORD CONRAD CROY/ENGINFFRIIG Cp. CINI2S1 JC1Ut/.•NEQWICR. ENGINEERS 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 -213 -2013 FAX. 503- 213 -2018 CalcGrid.doc 0 Project Section OA Calc. by JFB 1 RI Date It 4 w AMC Chk'd by Date App'd by Date v -.revs Q &42.1L Job Ref. l`1 G Sheet no. /rev. c 4 a C► 2 -4 1 Z., 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AL BRADFORD CONRAD CROY/ENGIIIEERING CP. G CML ENONEERS 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 -213 -2013 FAX: 503 213 -2018 CalcGrid.doc Project Job Ref. Section Sheet no. /rev. "FAI 2 -VASS' C, Calc. by Date Chk'd by Date App'd by Date JFB 5"T1•FFE4e2s 01 /e6kf 6.9av K Loads: BLC 4 EZ Results for LC 1 Green Creek Wood Products JFB 10860 2.5k Barker Support Sept 7 2010 at 6 PM BarkerFrameOpt5Mat.r3d MN r r NM MN MI all s— I— I•• Ma NM MN MI INII MI MI NM MI MI IIIIII MI IIIIII MO I I z Results for LC 1 Green Creek Wood Products JFB 10860 Barker Support Sept 7 2010 at 5 56 PM BarkerFrameOpt5Mat.r3d Loads: BLC 1 D Results for LC 1 Green Creek Wood Products JFB 10860 Barker Support Sept 7 2010 at 6 PM BarkerFrameOpt5Mat.r3d r NM MI NM I- MI NM MI MI MI r Loads: BLC 2, L Results for LC 1 Green Creek Wood Products JFB 10860 Barker Support Sept 7 2010 at 6 PM BarkerFrameOpt5Mat.r3d Loads: BLC 3, EX Results for LC 1 Green Creek Wood Products JFB 10860 2.5k Barker Support Sept 7 2010 at 6 PM B a rkerF ra meO pt5 M at. r3d Loads: BLC 4 EZ Results for LC 1 Green Creek Wood Products JFB 10860 2.5k Barker Support Sept 7 2010 at 6 PM BarkerFrameOpt5Mat.r3d Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Joint Coordinates and Temoeratures Label X fftl Y fftl Z fftl 1 N1 0 9 1 0 2 N3 0 0 I 0 3 NV_ 8.5 9 0 4 N4 8.5 0 0 5 N5 17 9 0 6 N6 17 0 0 7 N7 25.5 9 0 8 N8 25.5 0 0 9 N9 34 9 0 10 N10 34 0 0 11 N11 4.25 9 0 12 N12 29.75 9 0 13 N14 0 9 11.8 14 N15 0 0 13.1 15 N16 8.5 9 11.8 16 N18 17 9 11.8 17 N19 17 0 11.8 18 N20 25.5 9 11.8 19 N21 25.5 0 11.8 20 N22 34 9 11.8 21 N23 34 0 11 22 N24 4.25 9 11.8 23 N25 29.75 9 11.8 24 N25A 21.25 9 11.8 125 N26 8.5 9 10.5 1 26 N27 17 9 10.5 1 27 N28 25.5 9 10.5 28 N29 34 9 10.5 29 N30 29.75 9 10.5 30 N31 21.25 9 10.5 31 N32 8.5 9 1.33 32 N33 17 9 1 33 133 N34 25.5 9 1.33 34 N35 34 9 1.33 35 N36 29.75 9 1.33 36 N38 8.5 0 1.33 37 N40 17 0 1.33 38 N42 25.5 0 1.33 39 N41 8.5 0 10.5 40 N43 17 0 10.5 41 N45 25.5 0 10.5 42 N43A 0 9 20.9 43 N44 0 0 20.9 44 N45A 8.5 9 20.9 45 N46 8.5 0 20.9 46 N47 17 9 20.9 47 N48 17 0 20.9 48 N49 25. 9 20.9 49 N50 25.5 0 20.9 50 N51 34 9 20.9 51 N52 34 0 20.9 52 N53 4.25 9 20.9 53 N54 29.75 9 20.9 54 N55 21.25 9 20.9 55 N56 0 9 11.2 Tema fF1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sept 7, 2010 6:08 PM Checked By Detach From Dian... RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Coordinates and Temperatures (Continued) 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Label M2 M2A M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M15 M16 M18 M19 M20 M21 M22 M23 Lahal N57 N58 N59 N60 N61 N62 N63 N64 NR5 NPR_ N67 NPR N69 N70 N71 N72 N73 N75 N76 N77 N78 N78A N79 NRO N81 N82 N83 N83A N84 1 Joint N3 N4 N6 NR N10 N1 N3A N5 N7 N11 N12 N3 N11 N8 N12 N15 N19 N21 N23 N14 N16 N18 J Joint N1 N3A N5 N7 N9 N11 N5 N7 N12 N3A N9 N11 N4 N12 N10 N83A N18 N20 N22 N24 N18 N25A Barker Support X fftl Y fftl Z fftl Temo 1Fl 0 0 11.2 0 8.5 9 11.2 0 8.5 0 11.2 0 17 9 11.2 0 17 0 11 .,2 0 25.5 9 11.2 0 25.5 0 11.2 0 34 9 11.2 0 34 0 11.2 0 4.25 9 11.2 0 29.75 9 11.2 0 0 9 16.9 0 0 9 -5.5 0 17 9 15.5 0 17 9 -5.5 0 34 9 15.5 0 34 9 -5.5 0 34 9 10.5 0 34 9 10.5 0 28.29 9 10.5 0 28.29 9 1.33 0 21.62 9 10.5 0 21.62 9 1.33 0 19.62 9 10.5 0 19.62 9 1.33 0 13.29 9 10.5 0 13.29 9 1.33 0 0 9 13.1 0 0 0 0 0 Sept 7, 2010 6 08 PM Checked By Detach From Diao K Joint Rotate(deal Section /Shane Tyne Desian List Material Design Rules HSS8X8X6 Column Tube A500 (;r.46 Tvoical HSS8X8X6 Column Tube A500 Gr.46 Tvoical HSS8X8X6 Column Tube A500 Gr.46 Tvnical HSS8X8X6 Column Tube A500 Gr.46 Tvnical HSS8X8X6 Column Tube A500 Gr.46 Tvoical W14X53 Beam Channel A36 Gr.36 Tvoical W14X53 Beam Channel A36 Gr.36 Tvoical W14X53 Beam Channel A36 Gr.36 Tvnical W14X53 Beam Channel A36 Gr.36 Tvoical W14X53 Beam Channel A36 Gr.36 Typical W14X53 Beam Channel A36 Gr.36 Tvnical HSS6X4X4 VBrace Tube A500 Gr.46 Tvnical HSS6X4X4 VBrace Tube A500 Gr.46 Tvoical HSS6X4X4 VBrace Tube A500 Gr.46 Typical HSS6X4X4 VBrace Tube A500 Gr.46 Typical HSS8X8X6 Column Tube A500 Gr.46 Typical HSS8X8X6 (Column Tube A500 Gr.46 Typical HSS8X8X6 (Column Tube A500 Gr.46 Typical HSS8X8X6 (Column Tube A500 Gr.46 Tvnical W14X53 1 Beam Channel A36 Gr.36 Typical W14X53 1 Beam Channel A36 Gr.36 Typical W14X53 1 Beam Channel A36 Gr.36 Typical RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 2 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Primary Data (Continued) 23 M24 N20 24 M25 N24 25 M26 N25 26 M29 N21 27 M30 N25 28 M29A N25A 29 M30A N19 30 M31 N25A 31 M32 N26 32 M33 N27 33 M34 N28 34 M35 N30 35 M36 N31 36 M37 N32 37 M38 N33 38 M39 N34 39 M40 N36 40 M41 N38 41 M42 N40 42 M43 N42 43 M44 N41 44 M45 N43 45 M46 N45 46 M47 N44 47 M48 N46 48 M49 N48 49 M50 N50 50 M51 N52 51 M52 N43A 52 M53 N45A 53 M54 N47 54 M55 N49 55 M56 N53 56 M57 N54 57 M58 N50 58 M59 N54 59 M60 N55 60 M61 N44 61 M62 N53 62 M63 N57 63 M64 N59 64 M65 N61 65 M66 N63 66 M67 N65 67 M68 N56 68 M69 N58 69 M70 N60 70 M71 N62 71 M72 N66 72 M73 N67 73 M74 N57 74 M75 N66 75 M76 N63 76 M77 N67 77 M78 N43A 78 M79 N14 N25 N16 N22 N25 N23 N20 N25A N21 N27 N31 N77 N29 N28 N33 N34 N78 N35 N32 N33 N34 N26 N27 N28 N43A N45A N47 N49 N51 N53 N47 N55 N54 N45A N51 N54 N52 N49 N53 N46 N56 N58 N60 N62 N64 N66 N60 N62 N67 N58 N64 N66 N59 N67 N65 N68 N1 Barker Support Label 1 Joint J Joint K Joint Rotate(deal Section /Shane Tvoe W14X53 W14X53 W14X53 HSS6X4X4 HSS6X4X4 W14X53 HSS6X4X4 HSS6X4X4 W16X77 W16X77 W16X77 W16X77 W16X77 W16X77 W16X77 W16X77 W16X77 W8X31 W8X31 W8X31 W8X31 W8X31 W8X31 HSS6X6X4 HSS6X6X4 HSS6X6X4 HSS6X6X4 HSS6X6X4 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 HSS6X4X4 HSS6X4X4 W14X30 HSS6X4X4 HSS6X4X4 HSS6X6X4 HSS6X6X4 HSS6X6X4 HSS6X6X4 HSS6X6X4 W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 HSS6X4X4 HSS6X4X4 HSS6X4X4 HSS6X4X4 W14X53 W14X53 Sept 7, 2010 608 PM Checked By Desian List Material Desian Rules Beam Channel A36 Gr.36 Typical Beam Channel A36 Gr.36 Tvoical Beam Channel A36 Gr.36 Tvoical VBrace Tube A500 Gr.46 Tvoical VBrace Tube A500 Gr.46 Tvoical Beam Channel A36 Gr.36 Tvoical VBrace Pioe A500 Gr.46 Tvoical VBrace Pioe A500 Gr.46 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flange A36 Gr.36 Tvoical Beam Wide Flange A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical Column Wide Flanae A992 Tvoical Column Wide Flanae A992 Tvoical Column Wide Flanae A992 Tvoical Column Wide Flanae A992 Tvoical Column Wide Flanae A992 Tvoical Column Wide Flanae A992 Tvoical Column Tube A500 Gr.46 Tvoical Column Tube A500 Gr.46 Tvoical Column Tube A500 Gr.46 Typical Column Tube A500 Gr.46 Tvoical Column Tube I A500 Gr.46 Tvoical Beam Wide Flanael A36 Gr.36 Tvoical Beam (Wide Flanae A36 Gr.36 Typical Beam Wide Flanae A36 Gr.36 Typical I Beam Wide Flanael A36 Gr.36 Typical Beam Wide Flanae A36 Gr.36 Tvoical Beam Wide Flanae A36 Gr.36 Tvoical VBrace Tube I A500 Gr.46 Typical VBrace Tube I A500 Gr.46 Typical Beam Wide Flanae) A36 Gr.36 Typical VBrace Double Angle I A500 Gr.46 Typical VBrace Double Angle I A500 Gr.46 Tvoical Column Tube I A500 Gr.46 Typical Column Tube I A500 Gr.46 Typical Column Tube I A500 Gr.46 Tvoical Column Tube A500 Gr.46 Typical Column Tube A500 Gr.46 Typical Beam Wide Flanael A36 Gr.36 Typical Beam Wide Flanael A36 Gr.36 Tvoical Beam Wide Flanael A36 Gr.36 Typical Beam Wide Flanael A36 Gr.36 Typical Beam Wide Flanael A36 Gr.36 Tvoical Beam Wide Flanael A36 Gr.36 Typical VBrace Tube I A500 Gr.46 Typical VBrace Tube I A500 Gr.46 Typical VBrace Tube I A500 Gr.46 Typical VBrace Tube I A500 Gr.46 Tvoical Beam Wide Flanael A36 Gr.36 Tvoical Beam Wide Flanael A36 Gr.36 Typical RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Primary Data (Continued) 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 Label M80 M81 M82 M83 M84 M85 M86 M87 M88 M89 M90 M92 M93 M94 M95 M96 M97 M98 M99 M100 M101 M102 M103 M104 M105 M106 M107 M108 M109 M110 M111 M112 M113 M114 M115 M116 M116A M117 M118 118 M119 119 M120 1201 M121 121 I M121A I Joint N1 N45A N16 N32 N3A N47 N18 N33 N5 N49 N20 N34 N7 N51 N22 N29 N35 N9 N68 N69 N70 N71 N72 N73 N44 N68 N48 N70 N6 N71 N52 N72 N10 N73 N3 N69 N77 N78 N77 N78A N80 N82 N83A J Joint N69 N16 N26 N3A N58 N70 N27 N5 N71 N20 N28 N7 N62 N72 N29 N35 N9 N73 N83A N56 N18 N60 N22 N64 N68 N15 N70 N19 N71 N61 N72 N23 N73 N65 N69 N57 N30 N36 N78 N79 N81 N83 N14 Joint Boundary Conditions K Joint Barker Support Joint Label X fk/inl Y fk/inl Z fk/inl 1 1 N3 Reaction Reaction Reaction 2 1 N4 Reaction Reaction Reaction 3 N6 Reaction Reaction Reaction 4 N8 Reaction Reaction Reaction 5 N10 Reaction Reaction Reaction 6 N1 7 N3A 8 N5 Rotate(deal Section /Shaoe Tvoe W14X53 I Beam W14X53 I Beam W14X53 I Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 Beam W14X53 I Beam W14X53 I Beam W14X53 Beam W14X53 Beam W14X53 I Beam W14X53 I Beam W14X53 Beam W14X53 Beam W14X53 I Beam W14X53 I Beam W14X53 I Beam W14X53 I Beam HSS6X4X4 IVBrace HSS6X4X4 VBrace HSS6X4X4 VBrace HSS6X4X4 VBrace HSS6X4X4 I VBrace HSS6X4X4 VBrace HSS6X4X4 VBrace HSS6X4X4 VBrace HSS6X4X4 VBrace HSS6X4X4 I VBrace HSS6X4X4 VBrace HSS6X4X4 VBrace W16X77 I Beam W16X77 I Beam W14X53 I Beam W14X53 I Beam W14X53 I Beam W14X53 I Beam W14X53 I Beam Sept 7, 2010 6:08 PM Checked By Design List Material Wide Flanael A36 Gr.36 Wide Flanael A36 Gr.36 Wide Flanael A36 Gr.36 Wide Flanael A36 Gr.36 Wide Flanae A36 Gr.36 Wide Flanae A36 Gr.36 Wide Flanae A36 Gr.36 Wide Flanoe A36 Gr.36 Wide Flanae Wide Flanae Wide Flanoe Wide Flanoe Wide Flanae Wide Flanae Wide Flanae Wide Flanoe Wide Flanae Wide Flanae Wide Flanae Wide Flanae Wide Flanae Wide Flanae Wide Flanae Wide Flanae Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Tube Wide Flanae Wide Flanae None None None None Wide Flanae X Rot.fk- ft/radl Y Rot.fk- ft/radl Z Rot.fk- ft/radl Desian Rules Tvoical I Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical I A36 Gr.36 Tvoical I A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A500 Gr.46 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical A36 Gr.36 Tvoical Footina RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 4 Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Boundary Conditions (Continued) Joint Label 9 1 N7 10 1 N9 11 N11 12 1 N12 13 1 N14 14 1 N15 15 1 N16 16 1 N18 17 1 N19 18 1 N20 19 1 N21 20 1 N22 21 1 N23 22 1 N24 23 1 N25 24 1 N26 25 1 N27 26 1 N28 27 1 N29 28 1 N30 29 1 N32 30 1 N33 31 1 N34 32 1 N35 33 I N36 34 1 N38 35 1 N40 36 1 N42 37 1 N41 38 1 N43 39 1 N45 40 1 N43A 41 1 N44 42 1 N45A 43 1 N46 44 1 N47 45 1 N48 46 1 N49 47 1 N50 48 I N51 49 1 N52 50 1 N53 51 1 N54 52 1 N56 53 1 N57 54 1 N58 55 1 N59 56 1 N60 57 1 N61 58 1 N62 59 1 N63 60 1 N64 61 1 N65 62 1 N66 63 1 N67 64 1 N25A X fk/inl Barker Support Y fk/inl Z fk/inl X Rot.fk- ft/radl Y Rot.fk- ft/radl Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction. Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Sept 7, 2010 6:08 PM Checked By Z Rot_fk- ft/radl Footina RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 5 Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Boundary Conditions (Continued) 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 Joint Label N31 N55 N68 N69 N70 N71 N72 N73 N75 N76 N77 N78 N78A N79 N80 N81 N82 N83 X fk/inl Y fk/inl Z fk/inl X Rot.fk-ft/radl Y Rot.fk ft/radl Z Rot.fk-ft/radl Footina General Section Sets Label Shape Tyne Material A fin21 Ivy [in4] Izz [in4] .1 fin41 1 GEN1A RE4X4 I Beam I gen_Conc3NW I 16 1 21.333 I 21.333 I 31.573 I 1 2 RIGID 1 1 None I RIGID I 1e +6 1 1e +6 1 1e +6 1 1e +6 1 Hot Rolled Steel Section Sets Label Shane Tvpe Design List Material Desian Rules A fin21 Ivv fin41 Izz fin41 J fin41 1 1 HR1A W10X17 I Beam I Wide Flange 1A36 Gr.36 Typical I 4.99 I 3.56 I 81.9 1 .16 I Riaid Diaohraams Basic Load Cases 1 2 3 4 5 6 RI C Description D L EX EZ BLC 1 Transie. BLC 2 Transie.. Joint I ahel Cateaory DL LL ELX ELZ None None Barker Support X Gra... Y Gra 1 Joint Loads and Enforced Disolacements (BLC 3 EX) Plane Tvne Inactive No Data to Print Z Gray... Joint Point 1 4 6 1 4 20 1 Distrib...Area (Memb... Surface /PI. 3 2 2 280 280 Sept 7, 2010 6'08 PM Checked By Joint Label L.D.M Direction Maanitudef(k.k ftl. lin.radl. (k's ^2 /f... 1 1 N14 L X 7.8 2 1 N1 L X 7.8 3 1 N43A L X 2.5 4 1 N56 L X 2.5 5 1 N26 L X 12 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 6 Company Green Creek Wood Products Designer JFB Job Number 10860 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Member Label M21 M21 M21 M21 M25 M25 M52 M52 M52 M52 M53 M53 M53 M53 M53 M53 M53 M53 M54 M54 M54 Joint Label N56 N64 N58 N60 N62 N49 N47 N15 N77 N78A N80 N82 N78 N79 N81 N83 N78 N79 N81 N83 Barker Support Joint Loads and Enforced Displacements (BLC 3 EX) (Continued) Joint Label L.D.M Direction Maanitudef(k.k -ftl. (in.radl. (k *s ^2 /f... 1 6 I N32 L 1 X 1 12 Joint Loads and Enforced Displacements (BLC 4 EZ) L.D M L L L L L L L L L L L L L L L L L L L L Direction Z Z Z Z Z Z Z Z Y Y Y Y Y Y Y Y Z Z Z Z Member Distributed Loads (BLC 2 L) Member Label Direction Start Maanitudefk/ft.._. End Maanitudefk/ft.d... Start Locationfft. %1 End Locationfft. %1 1 1 1 M79 I Y 1 2 I 2 1 0 1 0 1 1 2 1 M96 I Y I -2 1 -2 1 0 I 0 1 Member Distributed Loads (BLC 5 BLC 1 Transient Area Loads) Direction Start Maanitudefk /ft.... End Maanitudefk/ft.d... Y .028 .028 Y .089 .089 Y .146 .146 Y .179 .179 Y .179 .179 Y -.154 .154 Y .028 .028 Y .057 .057 Y .142 .142 Y .171 .171 Y .014 .014 Y .028 .028 Y .071 .071 Y .085 .085 Y .085 .085 Y -.071 .071 Y .043 .043 Y -.014 .014 Y .028 .028 Y 1 .057 .057 Y 1 .142 .142 Sept 7 2010 6:08 PM Checked By Maanitudef(k.k -ftl. (in.radl. (k *s ^2 /f.. 2.5 '2.5 2.5 2.5 2.5 2.5 2.5 2.5 -6 6 6 6 6 6 6 6 6 6 6 6 Start Locationfff,%1 .425 1.275 2.55 3.4 .425 1.275 .425 1.275 2.55 3.4 0 .85 2.55 3.4 4.25_ 5.1 6.8 7.65 .425 1.275 2.55 End Lncationfft, .85 1.7 2.975 3.825 .85 1.7 .85 1.7 2.975 3.825 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 2.975 RISA -3D Version 8.0 3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 7 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Distributed Loads (BLC 5 BLC 1 Transient Area Loads) (Continued) 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 Member Label M54 M55 M55 M55 M55 M56 M56 M56 M56 M57 M57 M57 M60 M60 M60 M60 M78 M78 M78 M78 M78 M78 M78 M78 M81 M81 M81 M81 M81 M81 M81 M81 M85 M85 M85 M85 M85 M85 M85 M85 M85 M89 M89 M89 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M121A M22 Direction Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Barker Support Start Maanitudefk/ft.... End Maanitudefk/ft.d... .171 .028 .057 .15 .187 .171 .142 .085 .028 .187 .126 .061 .171 .142 .085 .028 .03 .06 .03 .03 .06 .06 .03 .121 .013 .053 .106 .133 .159 .159 .133 .099 .045 .067 .09 .09 .134 .09 .185 .166 .173 .013 .053 .099 .127 .064 .064 .127 .064 .032 .064 .032 .032 .032 .093 .016 .171 .028 .057 .15 .187 .171 .142 .085 .028 .187 .126 .061 .171 .142 .085 .028 .03 .06 .03 .03 .06 .06 .03 .121 .013 .053 .106 .133 .159 .159 .133 .099 .045 .067 .09 .09 .134 .09 .185 .166 .173 .013 .053 .099 .127 .064 -.064 .127 .064 .032 .064 .032 .032 .032 .093 .016 Start Locationfft. %1 3.4 .425 1.275 2.55 3.4 .425 1.275 2.55 3.4 .425 1.275 2.55 .425 1.275 2.55 3.4 .4 1.2 1.6 2 2.4 2.8 3.2 3.6 0 .91 1.82 2.73 3.64 4.55 5.46 6.37 .54 1.08 1.62 2.16 2.7 3.24 3.78 4.32 4.86 0 .91 1.82 0 .38 .76 1.14 1.52 1.9 2.28 2.66 3.04 3.42 .26 0 Sept 7, 2010 6:08 PM Checked By End Locationfft. %1 3.825 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 .85 1.7 2.975 .85 1.7 2.975 3.825 .8 1.6 2 2.4 2.8 3.2 3.6 4 .91 1.82 2.73 3.64 4.55 5.46 6.37 7.28 1.08 1.62 2.16 2.7 3.24 3.78 4.32 4.86 5.4 .91 1.82 2.73 .38 .76 1.14 1.52 1.9 2.28 2.66 3.04 3.42 3.8 .39 .85 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 8 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member Distributed Loads (BLC 5 BLC 1 Transient Area Loads) (Continued) Member Label Direction 78 M22 Y 79 M22 Y 80 M22 Y 81 M22 Y 82 M22 Y 83 M22 Y 84 M22 Y 85 M23 Y 86 M23 Y 87 M23 Y 88 M23 Y 89 M24 Y 90 M24 Y 91 M24 Y 92 M24 Y 93 M25 Y 94 M25 Y 95 M26 Y 96 M26 Y 97 M26 Y 98 M26 Y 99 M29A Y 100 M29A Y 101 M29A Y 102 M29A Y 103 M34 Y 104 M35 Y 105 M35 Y 106 M35 Y 107 M35 Y 108 M36 Y 109 M57 Y 110 M81 Y 111 M81 Y 112 M89 Y 113 M89 Y 114 M89 Y 115 M89 Y 116 M89 Y 117 M89 Y 118 M89 Y 119 M94 Y 120 M94 Y 121 M94 Y 122 M94 Y 123 M94 Y 124 M94 Y 125 M94 Y 126 M94 Y 127 M94 Y 128 M101 Y 129 M101 Y 130 M101 Y 131 M101 Y 132 M101 Y 133 M101 Y Start Maanitu End Maanitudefk/ft.d... 049 .081 .098 098 .081 .049 .033 065 098 163 .228 065 .098 .163 .195 065 065 .195 .163 .098 065 .278 .195 098 065 .05 .033 .033 .033 033 .033 .033 061 .015 .106 .167 197 .106 .091 .061 .015 .026 .026 .051 026 .077 .077 .102 .051 .102 .187 .075 .149 .075 075 .112 049 .081 .098 .098 081 .049 033 .065 .098 .163 .228 .065 .098 .163 .195 .065 .065 .195 .163 .098 .065 .228 .195 .098 .065 .05 .033 033 033 .033 033 .033 .061 .015 .106 .167 .197 .106 .091 .061 .015 .026 .026 .051 .026 .077 .077 .102 .051 102 .187 .075 149 .075 075 .11? Start Locationfft. %1 .85 2.55 3.4 4.25 5.1 6.8 7.65 .425 1 275 2.55 3.4 .425 1.275 2.55 3.4 2.55 3.4 .425 1.275 2.55 3.4 .425 1.. ?75 2.55 3.4 1.395 .425 1.275 2.55 3.4 3.4 3.4 7.28 8.19 2.73 3.64 455 5.46 6 37 7.28 8.19 .54 1.08 1.62 2.16 2.7 3.24 3.78 4.32 4.86 0 .37 .74 1.11 1.48 1.85 Sept 7, 2010 6'08 PM Checked By' End Locationfft. %1 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 2.975 3.825 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 1.674 .85 1.7 2.975 3.825 3.825 3.825 8.19 9.1 3.64 4.55 5.46 6.37 7.28 8.19 9.1 1.08 1.62 2.16 2.7 3.24 3.78 4.32 4.86 5.4 .37 .74 1.11 1.48 1.85 2.22 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Distributed Loads (BLC 5 BLC 1 Transient Area Loads) (Continued) 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 Member Label M101 M101 M103 M103 M103 M103 M103 M103 M103 M116A M116A M6 M6 M6 M7 M7 M7 M7 M7 M7 M7 M7 M8 M8 M8 M8 M8 M8 M8 M8 M9 M9 M9 M9 M10 M10 M10 M10 M11 M11 M11 M11 M71 M71 M73 M73 M73 M73 M84 M84 M84 M84 M88 M88 M88 M88 Barker Support Direction Start Maanitudefk/ft.... Y .037 Y .075 Y .075 Y .037 Y .075 Y .037 Y .037 Y .075 Y .037 Y .095 Y .095 Y .07 Y .14 Y .175 Y .018 Y .035 Y .07 Y .087 Y .087 Y .07 Y .035 Y .018 Y .018 Y .035 Y .07 Y .087 Y .087 Y .07 Y .035 Y .018 Y .035 Y .07 Y .14 Y .175 Y .175 Y .14 Y .07 Y .035 Y -.175 Y .14 Y .07 Y .035 Y .14 Y .175 Y .175 Y .14 Y .07 Y .035 Y .013 Y .066 Y -.133 Y .159 Y .027 Y .081 Y .054 Y .108 .037 .075 .075 .037 .075 .037 .037 .075 .037 .095 .095 .07 .14 .175 .018 .035 .07 087 .087 .07 .035 .018 .018 .035 .07 .087 .087 .07 .035 .018 .035 .07 .14 .175 .175 .14 .07 .035 .175 .14 .07 .035 .14 .175 .175 .14 .07 .035 .013 .066 .133 .159 .027 .081 .054 -.108 End Maanitudefk/ft.d__. Start Locationfft. %1 2.22 2.59 0 .37 .74 1.11 1.48 1.85 2.59 0 .73 1.275 2.55 3.4 0 .85 2.55 3.4 4.25 5.1 6.8 7.65 0 .85 2.55 3.4 4.25 5.1 6.8 7.65 .425 1.275 2.55 3.4 .425 1.275 2.55 3.4 .425 1.275 2.55 3.4 2.55 3.4 .425 1.275 2.55 3.4 0 1.12 2.24 3.36 .55 1.1 1.65 2.2 Sept 7, 2010 6:08 PM Checked By End Locationfft. %1 2.59 2.96 .37 .74 1.11 1.48 1.85 2.22 2.96 .146 .876 1.7 2.975 3.825 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 2.975 3.825 .85 1.7 2.975 3.825 1.12 2.24 3.36 4.48 1.1 1.65 2.2 2.75 RISA -3D Version 8 0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 10 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member Distributed Loads (BLC 5 BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Maanituderk/ft.... End Maanituderk/ft.d... Start Locationrft. %1 1901 M88 Y .162 .162 2.75 191 M88 Y .108 .108 3.3 1921 M88 Y .108 .108 3.85 193 M88 Y .216 .216 4.4 194 M88 Y .216 .216 4.95 1951 M93 Y .013 .013 0 1961 M93 Y .066 .066 1.12 197 M93 Y .133 .133 2.24 1981 M93 Y .159 .159 3.36 199 M93 Y .159 .159 4.48 200 M93 Y .159 .159 5.6 201 M93 Y .159 .159 6.72 2021 M93 Y .133 .133 7.84 203 M98 Y .027 .027 .55 2041 M98 Y .027 .027 1.1 2051 M98 Y .027 .027 1.65 206 M98 Y .054 .054 2.2 207 M98 Y .081 .081 2.75 208 M98 Y .054 .054 3.3 209 M98 Y .054 .054 3.85 2101 M98 Y .108. .108 4.4 211 M98 Y .108 .108 4.95 2121 M102 Y .209 .209 0 2131 M102 Y .104 .104 .57 21411 M104 Y .104 .104 0 215 M104 Y .052 .052 .57 2161 M104 Y .052 .052 1.14 217 1 M104 Y .104 .104 1.71 2181 M104 Y .078 .078 2.28 219 M104 Y .052 .052 2.85 220 1 M104 Y .026 .026 3.42 221 M104 Y .052 .052 3.99 222 M6 Y .035 .035 .425 223 M68 Y .035 .035 .425 224 M68 Y .07' .07 1.275 2251 M68 Y .14 .14 2.55 226 M68 Y .175 .175 3.4 2271 M69 Y .018 .018 0 228 M69 Y .035 .035 .85 229 M69 Y .07 .07 2.55 230 M69 Y .087 .087 3.4 231 M69 Y .087 .087 4.25 232 M69 Y .07 .07 5.1 233 M69 Y .035 .035 6.8 2341 M69 Y .018 .018 7.65 235 M70 Y .018 .018 0 236 M70 Y .035 .035 .85 237 M70 Y .07 .07 2.55 238 M70 Y .087 .087 3.4 239 M70 Y .087 .087 4.25 240 M70 Y .07 .07 5.1 241 M70 Y 035 .035 6.8 242 M70 Y 1 .018 .018 7.65 243 M71 Y 1 .035 .035 .425 2441 M71 Y 1 .07 .07 1.275 245 1 M72 Y 1 .175 .175 .425 Sept 7, 2010 6:08 PM Checked By End Locationrft. %1 3.3 3.85 4.4 4.95 5.5 1.12 2.24 3.36 4.48 5.6 6.72 7.84 8.96 1.1 1.65 2.2 2.75 3.3 3.85 4.4 4.95 5.5 .57 1.14 .57 1.14 1.71 2.28 2.85 3.42 3.99 4.56 .85 .85 1.7 2.975 3_825 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 .85 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 11 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Distributed Loads (BLC 5 BLC 1 Transient Area Loads) (Continued) 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M72 M72 M72 M80 M80 M80 M80 M80 M80 M80 M80 M84 M84 M84 M84 M84 M84 M93 M93 M100 M100 M100 M100 M100 M100 M100 M100 M100 M102 M102 M102 M102 M102 M102 M102 Member Label M21 M21 M21 M21 M25 M25 M52 M52 M52 M52 M53 M53 M53 M53 M53 M53 M53 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Direction Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Barker Support Direction Start Maanitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 .14 .07 .035 .054 -.027 .054 .081 .054 .054 .108 .108 .159 .159 .159 .133 .066 .013 .066 .013 .104 .052 .052 .104 .078 .052 .026 .026 .026 .104 .209 .157 .104 -.052 .078 -.026 .14 .07 .035 .054 .027 .054 .081 .054 -.054 .108 .108 .159 .159 .159 .133 .066 .013 .066 .013 .104 .052 .052 .104 .078 .052 .026 .026 .026 .104 .209 .157 .104 -.052 .078 .026 Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) Start Maanitudefk/ft.... End Maanitudefk/ft.d._. .178 .559 -.914 1.117 1.117 -.965 .178 .355 .889 1.066 .089 .178 .444 .533 -.533 -.444 .267 .178 .559 .914 1.117 1.117 -.965 .178 .355 .889 1.066 .089 .178 .444 .533 .533 .444 -.267 1.275 2.55 3.4 1.1 1.65 2.2 2.75 3.3 3.85 4.4 4.95 4.48 5.6 6.72 7.84 8.96 10.08 8.96 10.08 0 .57 1.14 1.71 2.28 2.85 3.42 3.99 4.56 1.14 1.71 2.28 2.85 3.42 3.99 4.56 Start Locationfft. %1 .425 1.275 2.55 3.4 .425 1.275 .425 1.275 2.55 3.4 0 .85 2.55 3.4 4.25 5.1 6.8 Sept 7, 2010 6 PM Checked By End Locationfft. %1 1.7 2.975 3.825 1.65 2.2 2.75 3.3 3.85 4.4 4.95 5.5 5.6 6.72 7.84 8.96 10.08 11.2 10.08 11.2 .57 1.14 1.71 2.28 2.85 3.42 3.99 4.56 5.13 1.71 2.28 2.85 3.42 3.99 4.56 5.13 End Locationfft. %1 .85 1.7 2.975 3.825 .85 1.7 .85 1.7 2.975 3.825 .85 1.7 3.4 4.25 5.1 5.95 7.65 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 12 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) (Continued) Member Label M53 M54 M54 M54 M54 M55 M55 M55 M55 M56 M56 M56 M56 M57 M57 M57 M60 M60 M60 M60 M78 M78 M78 M78 M78 M78 M78 M78 M81 M81 M81 M81 M81 M81 M81 M81 M85 M85 M85 M85 M85 M85 M85 M85 M85 M89 M89 M89 M99 M99 M99 M99 M99 M99 M99 M99 Direction Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Barker Support Start Mao nitudefk/ft .089 .178 .355 .889 1.066 .178 .355 .939 1.168 1.0Fi6 .889 .533 .178 1.168 .787 .381 1.066 .889 .533 .178 .189 .378 .189 .189 .378 .378 .189 .755 .083 .332 .664 .83 .996 .996 .83 .617 .28 .42 .56 .56 .839 .56 1.159 1.039 1.079 .083 .332 .617 .795 .398 .398 .795 .398 .199 .398 .199 Sept 7, 2010 6:08 PM Checked By End Maanituderk/ft.d... Start Locationrft.%1 End Locationlft, %1 .089 I 7.65 I 8.5 .178 I .425 I .85 .355 I 1.275 1.7 .889 I 2.55 2.975 1.066 1 3.4 3.825 .178 .425 .85 .355 1.275 1,7 .939 2.55 2.975 1.168 3.4 3.825 1.066 .425 .85 .889 1.275 1.7 .533 2.55 2.975 .178 3.4 3.825 1.168 .425 85 .787 1.275 1.7 .381 2.55 2.975 1.066 .425 .85 .889 1.275 1.7 .533 2.55 .2.975 .178 3.4 3.825 .189 .4 .8 .378 1.2_ 1.6 .189 1.6 2 .189 2 2.4 .378 2.4 2.8 .378 2.8 3.2 .189 3.2 3.6 .755 3.6 4 .083 0 .91 .332 .91 1.82 .664 1.82 2.73 .83 2.73 3.64 .996 3.64 4.55 .996 4.55 5.46 .83 5.46 6.37 .617 6.37 7.28 .28 .54 1.08 .42 1.08 1.62 .56 1.62 2.16 .56 2.16 2.7 .839 2.7 3.24 .5P 3.24 3.78 1.159 3.78 4.32 1.039 4.32 4.86 1.079 4.86 5.4 .083 0 .91 .332 .91 1.82 .617 1.82 2.73 -.795 0 .38 -.398 .38 .76 .398 .76 1.14 .795 1.14 1.52 .398 1.52 1.9 .199 1.9 2.28 .398 2.28 2.66 .199 2.66 3.04 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 Member Label M99 M99 M121A M22 M22 M22 M22 M22 M22 M22 M22 M23 M23 M23 M23 M24 M24 M24 M24 M25 M25 M26 M26 M26 M26 M29A M29A M29A M29A M34 M35 M35 M35 M35 M36 M57 M81 M81 M89 M89 M89 M89 M89 M89 M89 M94 M94 M94 M94 M94 M94 M94 M94 M94 M101 M101 Barker Support Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) (Continued) Direction Start Maanitudetk/ft.... End Maanitudetk/ft.d... .199 .199 .581 .102 .305 508 .609 .609 -.508 .305 .203 .406 .609 1.016 1.4 ?2 .406 .609 1.016 1.219 .406 .406 1.219 1.016 .609 406 1.422 1.219 .609 .406 .309 203 .203 .203 .203 -.203 .201_ .379 .095 .664 1.044 1.233 .664 .569 .379 .095 .16 .16 .32 .16 .48 .48 .639 .32 .639 1.167 .467 .199 .199 .581 .102 305 .508 .609 609 508 .305 203 .406 609 1.016 1.422 .406 609 1.016 1.219 .406 406 1.219 1.016 609 406 1.422 1.219 .609 .406 .309 203 -.203 203 .203 203 .203 .379 .095 .664 1.044 1.233 .664 .569 .379 .095 .16 .16 .32 .16 .48 .48 .639 .32 .639 1.167 .467 Start Locationtft. %1 3.04 3.42 .98 0 .85 2.55 3.4 4.25 5.1 6.8 7.65 .425 1.275 2.55 3.4 .425 1.275 2.55 3.4 2.55 3.4 .425 1.275 2.55 3.4 .425 1.275 2.55 3.4 1.395 .425 1.275 2.55 3.4 3.4 3.4 7.28 8.19 2.73 3.64 4.55 5.46 6.37 7.28 8.19 .54 1.08 1.62 2.16 2.7 3.24 3.78 4.32 4.86 0 .37 Sept 7, 2010 6'08 PM Checked By End Locationtft. %1 3.42 3.8 .39 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 2.975 3.$, ?5 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 1.674 .85 1 2.975 3.825 3.825 3.825 8.19 9.1 3.64 4.55 5.46 6.37 7.28 8.19 9.1 1.08 1.62 2.16 2.7 3.24 3.78 4.32 4.86 5.4 .37 .74 RISA -3D Version 8.0 3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 14 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) (Continued) 1301 M101 131 132 1 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 Member Label Direction Start Maanitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 Y _933 .933 .74 M101 Y .467 .467 1.11 M101 Y .467 .467 1.48 M101 Y .7 .7 1.85 M101 Y .233 .233 2.22 M101 Y .467 .467 2.59 M103 Y .467 .467 0 M103 Y .233 .233 .37 M103 Y .467 .467 .74 M103 Y .233 .233 1.11 M103 Y .233 .233 1.48 M103 Y .467 .467 1.85 M103 Y .233 .233 2.59 M116A Y .591 .591 0 M 116A Y .591 .591 .73 M6 Y .438 .438 1.275 M6 Y .875 .875 2.55 M6 Y 1.094 1.094 3.4 M7 Y .109 .109 0 M7 Y .219 .219 .85 M7 Y .438 .438 2.55 M7 Y .547 .547 3.4 M7 Y .547 .547 4.25 M7 Y .438 .438 5.1 M7 Y .219 .219 6.8 M7 Y .109 .109 7.65 M8 Y .109 .109 0 M8 Y .219 .219 .85 M8 Y .438 .438 2.55 M8 Y .547 .547 3.4 M8 Y .547 .547 4.25 M8 Y -.438 .438 5.1 M8 Y .219 .219 6.8 M8 Y .109 .109 7.65 M9 Y -.219 .219 .425 M9 Y .438 .438 1.275 M9 Y .875 .875 2.55 M9 Y 1.094 -1.094 3.4 M10 Y 1.094 1.094 .425 M10 Y .875 .875 1.275 M10 Y .438 .438 2.55 M10 Y .219 .219 3.4 M11 Y 1.094 1.094 .425 M11 Y :875 .875 1.275 M11 Y .438 .438 2.55 M11 Y .219 .219 3.4 M71 Y .875 .875 2.55 M71 Y 1.094 1.094 3.4 M73 Y 1.094 1.094 .425 M73 Y .875 .875 1.275 M73 Y .438 .438 2.55 M73 Y .219 .219 3.4 M84 Y .083 .083 0 M84 Y .415 .415 1.12 M84 Y .83 .83 2.24 M84 Y .996 .996 3.36 Sept 7, 2010 6•08 PM Checked By End Locationfft. %1 1.11 1.48 1.85 2.22_ 2.59 2.96 .37 .74 1.11 1.48 1.85 2.22 2.96 .146 .876 1.7 2.975 3.825 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 3.4 4.25 5.1 5.95 7.65 8.5 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 .85 1.7 2.975 3.825 2.975 3.825 .85 1.7 2.975 3.825 1.12 2.24 3.36 4.48 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 15 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) (Continued) 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 Member Label M88 M88 M88 M88 M88 M88 M88 M88 M88 M93 M93 M93 M93 M93 M93 M93 M93 M98 M98 M98 M98 M98 M98 M98 M98 M98 M102 M102 M104 M104 M104 M104 M104 M104 M104 M104 M6 M68 M68 M68 M68 M69 M69 M69 M69 M69 M69 M69 M69 M70 M70 M70 M70 M70 M70 M70 Direction Start Maonituderk/ft.... End Maanituderk/ft.d... Y .169 .169 Y .507 .507 Y -.338 .338 Y .676 .676 Y 1.014 1.014 Y .676 .676 Y .676 .676 Y 1.352 1.352 Y 1.352 1.352 Y .083 .083 Y .415 .415 Y .83 .83 Y .996 .996 Y .996 .996 Y .996 .996 Y .996 .996 Y .81 .83 Y .169 .169 Y .169 .169 Y .169 .169 Y .338 .338 Y .507 .507 Y .338 .33R_ Y .338 .338 Y .676 .676 Y .676 .676 Y 1.305 1.305 Y .652 .652 Y .652 .652 Y .326 .376 Y .326 .326 Y .652 .652 Y .489 .489 Y .326 .326 Y .163 .163 Y .326 .326 Y .219 .219 Y .219 .219 Y .438 .438 Y -.875 .875 Y 1.094 1.094 Y .109 .109 Y .219 .219 Y .438 .438 Y .547 .547 Y .547 .547 Y .438 .43R Y .219 .219 Y .109 .109 Y .109 .109 Y .219 .219 Y .438 .438 Y .547 .547 Y .547 -.547 Y .438 .438 Y .219 .219 Sept 7, 2010 6:08 PM Checked By Start Locationrft. %1 End Locationrft. %1 .55 1 1.1 1.1 1.65 1.65 2.2 2.2 2.75 2.75 3.3 3.3 3.85 3.85 4.4 4.4 4.95 4.95 5.5 0 1.12 1.12 2 2.24 3.36 3.36 4.48 4.48 5.6 5.6 6.72 6.72 7.84 7.84 8.96 .55 1.1 1.1 1.65 1.65 ?.2 2.2 2/5 2.75 3.3 3.3 3.85 3.85 4.4 4.4 4.95 4.95 5.5 0 .57 .57 1.14 0 .57 .57 1.14 1.14 1.71 1.71 2.28 2.28 2.85 2.85 3.42 3.42 3.99 3.99 4.56 .425 .85 .425 .85 1.275 1.7 2.55 2.975 3.4 3.825 0 .85 .85 1.7 2.55 3.4 3.4 4.25 4.25 5.1 5.1 5.95 6.8 7.65 7.65 8.5 0 .85 .85 1.7 2.55 3.4 3.4 4.25 4.25 5.1 5.1 5.95 6.8 7.65 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 16 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member Distributed Loads (BLC 6 BLC 2 Transient Area Loads) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 242 M70 Y .109 .109 7.65 243 M71 Y .219 .219 .425 244 M71 Y .438 .438 1.275 245 M72 Y 1.094 1.094 .425 246 M72 Y .875 .875 1.275 247 M72 Y .438 .438 2.55 248 M72 Y -.219 .219 3.4 249 M80 Y .338 .338 1.1 250 M80 Y .169 .169 1.65 251 M80 Y .338 .338 2.2 252 M80 Y .507 .507 2.75 253 M80 Y .338 .338 3.3 254 M80 Y .338 .338 3.85 255 M80 Y .676 .676 4.4 256 M80 Y .676 .676 4.95 257 M84 Y .996 .996 4.48 258 M84 Y .996 .996 5.6 259 M84 Y .996 .996 6.72 260 M84 Y .83 .83 7.84 261 M84 Y .415 .415 8.96 262 M84 Y .083 .083 10.08 263 M93 Y .415 .415 8.96 264 M93 Y .083 .083 10.08 265 M100 Y .652 .652 0 266 M100 Y .326 326 .57 267 M100 Y .326 .326 1.14 268 M100 Y .652 .652 1.71 269 M100 Y .489 .489 2.28 270 M100 Y .326 .326 2.85 271 M100 Y .163 -.163 3.42 272 M100 Y .163 .163 3.99 273 M100 Y .163 .163 4.56 274 M102 Y .652 .652 1.14 275 M102 Y 1.305 1.305 1.71 276 M102 Y .979 .979 2.28 277 M102 Y .652 .652 2.85 278 M102 Y .326 .326 3.42 279 M102 Y .489 .489 3.99 280 M102 Y .163 .163 4.56 Member Area Loads (BLC 1 D) Joint A Joint B Joint C I 1 11 N1 1 N3 N3A 1 2 1 N14 1 N43A N51 1 3 1 N1 1 N9 N64 Member Area Loads (BLC 2 L) Joint A Joint B Joint C 1 1 N14 1 N43A N51 I 2 1 N1 1 N9 N64 Joint D N76 N56 Sept 7, 2010 6:08 PM Checked By End Locationfft. %1 8.5 .85 1.7 .85 1.7 2.975 3.825 1.65 2.2 2.75 3.3 3.85 4.4 4.95 5.5 5.6 6.72 7.84 8.96 10.08 11.2 10.08 11.2 .57 1.14 1.71 2.28 2.85 3.42 3.99 4.56 5.13 1.71 2.28 2.85 3.42 3.99 4.56 5.13 Direction Distribution Maanitudefksfl Y Two Wav 0 Y Two Wav .02 Y Two Wav .02 Joint D Direction Distribution Maanitudefksfl N76 Y Two Wav .125 N56 Y Two Wav .125 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 17 Company Green Creek Wood Products Designer JFB Job Number 10860 Load Combinations Description Sol... PDelta IYes IBC 16 -8 IYes IBC 16 -9 IYes IBC 16 -10 (a) IYes IBC 16 -10 (b) IYes IBC 16 -10 (c) IYes IBC 16 -11 (a) IYes IBC 16 -11 (b) IYes IBC 16 -11 (c) IYes IBC 16 -12 (b).Nes IBC 16 -12 (b)..GYes IBC 16 -12 (b).. Yes IBC 16 -12 (b).. Yes IBC 16 -13 (b)..GYes IBC 16 -13 (b).. Yes IBC 16 -13 (b).. Yes IBC 16 -13 (b)..GYes IBC 16 -13 (d)..GYes IBC 16 -13 (d).. Yes IBC 16 -13 (d).. Yes IBC 16 -13 (d).. Yes IBC 16 -13 (f) Yes IBC 16 -13 (f) IYes IBC 16 -13 (f) .IYes IBC 16 -13 (f) .LYes IBC 16 -15 (a) IYes IBC 16 -15 (b) IYes IBC 16 -15 (c) IYes IBC 16 -15 (d) IYes IBC 16 -1 IYes IBC 16 -2 (allYes IBC 16 -2 (blIYes IBC 16 -2 (c11Yes IBC 16 -3 (allYes IBC 16 -3 (b) .IYes IBC 16 -3 (b) .IYes IBC 16 -3 (b) .IYes IBC 16 -3 (b) •IYes IBC 16 3 (c)IYes IBC 16 -3 (d) •IYes IBC 16 -3 (d) .IYes IBC 16 -3 (d) Yes IBC 16 -3 (d) Yes IBC 16 3 lellYes IBC 16 -3 (f) (a)IYes IBC 16 -3 (f) (b)IYes IBC 16 -3 (f) (c)IYes IBC 16 -3 (f) (d)IYes IBC 16-4 (a) .IYes IBC 16-4 (a) .IYes IBC 16 -4 (a) .IYes IBC 16-4 (a) .IYes IBC 16-4 (b) .IYes IBC 16-4 (b) .]Yes IBC 16-4 (b) .IYes SRSS Barker Support BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor I I I I I DL 1 DL 1 LL 1 DL 1 RLL 1 DL 1 SL 1 DL 1 RL 1 DL 1 LL .75 DL 1 LL .75 DL 1 LL .75 DL 1 ELX .7 DL 1 ELZ .7 DL 1 ELX .7 DL 1 ELZ .7 DL 1 ELX .525 DL 1 ELZ .525 DL 1 ELX .525 DL 1 ELZ .525 DL 1 ELX .525 DL 1 ELZ .525 DL 1 ELX .525 DL 1 ELZ .525 DL 1 ELX .525 DL 1 ELZ .525 DL 1 ELX .525 DL 1 ELZ .525 DL .6 ELX .7 DL .6 ELZ .7 DL .6 ELX .7 DL .6 ELZ .7 DL 1.4 DL 1.2 LL 1.6 LLS DL 1.2 LL 1.6 LLS DL 1.2 LL 1.6 LLS DL 1.2 RLL 1.6 LL DL 1.2 RLL 1.6 VVLX DL 1.2 RLL 1.6 WLZ DL 1.2 RLL 1.6 Mx DL 1.2 RLL 1.6 WLZ DL 1.2 SL 1.6 SLN DL 1.2 SL 1.6 SLN DL 1.2 SL 1.6 SLN DL 1.2 SL 1.6 SLN DL 1.2 SL 1.6 SLN DL 1.2 RL 1.6 LL DL 1.2 RL 1.6 WLX DL 1.2 RL 1.6 WLZ DL 1.2 RL 1.6 NLX DL 1.2 RL 1.6 WLZ DL 1.2 MAX 1.6 LL DL 11.2 WLZ 1.6 LL DL 11.2 WLX 1.6 LL DL 11.2 WLZ 1.6 LL DL 11.2 WI-X 1.6 LL DL 11.2 WLZ 1.6 LL DL 11.2 WLX 1.6 LL LLS 1 LLS .75 LLS .75 LLS .75 LL .75 LLS .75 RLL .75 LL .75 LLS .75 RLL .75 LL .75 LLS .75 RLL .75 LL .75 LLS .75 RLL .75 LL .75 LLS .75 SL .75 LL .75 LLS .75 SL .75 LL .75 LLS .75 SL .75 LL .75 LLS .75 SL .75 LL .75 LLS .75 RL .75 LL .75 LLS .75 RL .75 LL .75 LLS .75 RL .75 LL .75 LLS .75 RL .75 1.6 1.6 1.6 .5 .8 .8 .8 .8 1.6 1.6 1.6 1.6 1.6 .5 .8 .8 .8 .8 .5 .5 .5 .5 .5 .5 .5 RLL SL RL RLL .5 SL .5 RL .5 LLS 1 LL tWLX WLZ IVVLX WLZ LLS .75 .75 .75 .5 .8 .8 .8 .8 1 SLN LLS .5 1 LLS 1 RLL .5 LLS 1 RLL .5 LLS 1 RLL .5 LLS 1 RLL .5 LLS 1 SL .5 LLS 1 SL .5 LLS 1 SL .5 SLNI .5 SLNI .5 SLN .5 Sept 7, 2010 6:08 PM Checked By RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 18 Company Green Creek Wood Products Designer JFB Job Number 10860 Load Combinations (Continued) SRSS Description Sol... PDelta 56 'IBC 16-4 (b) .IYesI 57 IIBC 16-4 (c) .lYesI 58 IIBC 16-4 (c) Yesl 59 IBC 16-4 (c) Yes' 60 IBC 16-4 (c) •IYesI 61 IIBC 16 -5 (allYes 62 IIBC 16 -5 (bllYes 63 IBC 16 -5 (cllYes 64 IBC 16 -5 (dllYes 65 IBC 16 -6 (allYes 66 IBC 16 -6 (bllYes 67 IBC 16 -6 (cllYes 68 IBC 16 -6 (dllYes 69 IBC 16 -7 (allYes 70 IBC 16 -7 (bllYes 71 IBC 16 -7 (cllYes 72 IBC 16 -7 (dllYes Load Combination Design 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 Description ASIF CD ABIF Service IBC 16 -8 IBC 16 -9 IBC 16 -10 (al IBC 16 -10 (bl IBC 16 -10 (cl IBC 16 -11 (al IBC 16 -11 (bl IBC 16 -11 (cl IBC 16 -12 (b) IBC 16 -12 (b) IBC 16 -12 (b) (c)1 IBC 16 -12 (b) IBC 16- 13(b)(. IBC 16 -13 (b) IBC 16 -13 (b) (c)1 IBC 16 -13 (b) IBC 16 -13 (d) IBC 16 -13 (d) IBC 16 -13 (d) (c)1 IBC 16 -13 (d) IBC 16 -13 (0 (a) IBC 16 -13 (f) (b) IBC 16 -13 (f) (c) IBC 16 -13 (f) (d)I IBC 16 -15 (al IBC 16 -15 (bl IBC 16 -15 (cl IBC 16 -15 (d) IBC 16 -1 IBC 16 -2 (al IBC 16 -2 (bl IBC 16 -2 (cl IBC 16-3 (al .9 1.25 1.15 1.15 1.25 1.15 1.15 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Barker Support Hot Rolled Cold Formed Wood Yes Yes II Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Sept 7, 2010 6'08 PM Checked By BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL 1 1.2 WLZ 1.6 LL .5 LLS I 1 I SL .5 SLN .5 1 DL 1 1.2 WLX 1.6 LL .5 LLS 1 RL .5 1 DL 1 1.2 WLZ 1.6 LL .5 LLS 1 RL .5 1111_ 1.2 WLX 1.6 LL .5 LLS 1 RL .5 DL 1.2 WLZ 1.6 LL .5 LLS 1 RL .5 1171 1.2 ELX 1 LL .5 LLS 1 SL .2 SLN .7 1 DL 1.2 ELZ 1 LL .5 LLS 1 SL .2 SLN .7 DL 1.2 ELX 1 LL .5 LLS 1 SL .2 SLN .7 DL 1.2 ELZ 1 LL .5 LLS 1 SL .2 SLN .7 DL .9 WLX 1.6 DL .9 WLZ 1.6 DL .9 WLX 1.6 DL .9 WLZ 1.6 DL 9 ELX 1 DL .9 ELZ 1 DL .9 ELX 1 DL .9 ELZ 1 Masonry Yes F Yes 7 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes RISA -3D Version 8.0 3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 19 Company Green Creek Wood Products Designer JFB Job Number 10860 Load Combination Desian (Continued) 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Descriotion ASIF IBC 16 -3 (b) (a) IBC 16 -3 (b) (b) IBC 16 -3 (b) (c) IBC 16 -3 (b) (d) IBC 16 3 (c) IBC 16 -3 (d) (a) IBC 16 -3 (d) (b) IBC 16 -3 (d) (c) IBC 16 -3 (d) (d) IBC 16 3 (el IBC 16 -3 (f) (a) IBC 16 -3 (f) (b) IBC 16 -3 (f) (c) IBC 16 -3 (f) (d) IBC 16-4 (a) (a) IBC 16-4 (a) (b) IBC 16-4 (a) (c) IBC 16-4 (a) (d) IBC 16 -4 (b) (a) IBC 16-4 (b) (b) IBC 16 -4 (b) (c) IBC 16-4 (b) (d) IBC 16 -4 (c) (a) IBC 16-4 (c) (b) IBC 16-4 (c) (c) IBC 16-4 (c) (d) IBC 16 -5 (al IBC 16 -5 (b) IBC 16 -5 (c) IBC 16 -5 (d1 IBC 16 -6 (al IBC 16-6 (bl IBC 16 -6 (c) IBC 16 -6 (d) IBC 16 -7 (al IBC 16 -7 (b) IBC 16 -7 (c) IBC 16 -7 (dl I CD ABIF Service Barker Support Sept 7, 2010 6 PM Checked By Hot Rolled Cold Formed Wood Concrete Masonry Footings Yes Yes Yes 1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes I Yes Yes Yes Yes Yes 1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes I Yes Yes Yes Yes Yes I Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 1 Yes Yes Yes Yes Yes 1 Yes Yes Yes Yes Yes 1 Yes 1 Yes Yes RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 20 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions LC 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 Joint Label N3 X Fkl 0 084 .718 .084 .084 081 .56 .56 .56 3.301 .044 3.47 .125 1.979 _53 3.099 .59 1.979 .53 3.099 .59 1.979 .53 3.099 .59 -3.335 .01 3.436 .091 .118 1.116 1.116 1.116 .418 .101 .101 .101 .101 .418 .101 .101 .101 .101 .418 .101 .101 .101 .101 .418 .418 .418 .418 .418 .418 .418 Y fkl 0 1.789 19.276 1.789 1.789 1.789 14.904 14.904 14.904 5.32 3.105 8.899 .474 9.572 15.891 20.236 13.918 9.572 15.891 20.236 13.918 9.572 15.891 20.236 13.918 -6.036 2.389 8.183 .242 2.505 30.126 30.126 30.126 10.89 2.147 2.147 2.147 2.147 10.89 2.147 2.147 2.147 2.147 10.89 2.147 2.147 2.147 2.147 10.89 10.89 10.89 10.89 10.89 10.89 10.89 Z Fkl 0 .235 .175 235 .235 .235 .072 .072 .072 ?47 1.086 .224 .615 064 .566 .081 .71 .064 .566 .081 .71 .064 .566 .081 .71 .153 .992 .13 709 33 .374 .374 .374 .078 .283 .283 .283 .283 .078 .283 .283 -.283 .283_ .078 .283 .283 .283 .283 .078 .078 .078 .078 .078 .078 .078 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Joint Label N4 X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ftl 418 10.89 .078 0 0 0 .418 10.89 .078 0 0 0 .418 10.89 .078 0 0 0 .418 10.89 .078 0 0 0 .418 10.89 .078 0 0 0 -4.418 .734 .094 0 0 0 .361 12.77 1.292 0 0 0 5.254 21.047 .061 0 0 0 .476 9.011 1.137 0 0 0 .076 1.61 .212 ,0 0 0 .076 1.61 .212 0 0 0 .076 1.61 .212 0 0 0 .076 1.61 .212 0 0 0 -4.76 -8.546 .228 0 0 0 .018 3.489 1.427 0 0 0 4.912 11.767 .196 0 0 0 .134 .269 1.003 0 0 0 0 0 0 0 0 0 .178 3.528 .013 0 0 0 .835 11.732 .182 0 0 0 .126 3.528 .013 0 0 0 .126 3.528 .013 0 0 0 .12R_ 3.528 .013 0 0 0 .658 9.681 .14 0 0 0 .658 9.681 -.14 0 0 0 .658 9.681 .14 0 0 0 3.56 10.191 -.042 0 0 0 .184 2.795 .232 0 0 0 3.309 -3.135 .016 0 0 0 .067 4.2R2 .206 0 0 0 3.233 14.678 .161 0 0 0 .701 9.131 .304 0 0 0 1.918 4.684 .118 0 0 0 .614 10.231 .025 0 0 0 3.233 14.678 .161 0 0 0 .701 9.131 .304 0 0 0 1.918 4.684 .118 0 0 0 .614 10.231 .025 0 0 0 -3.233 14.678 .161 0 0 0 701 9.131 .304 0 0 0 1.918 4.684 .118 0 0 0 .614 10.231 .025 0 0 0 -3.51 8.78 .037 0 0 0 .134 1.383 .227 0 0 0 3.359 -4.546 .021 0 0 0 .017 2.85 .211 0 0 0 .176 4.94 -.018 0 0 0 1.285 17.359 .286 0 0 0 1.285 17.359 .286 0 0 0 1.285 17.359 .286 0 0 0 .505 8.336 .1 0 0 0 .151 4.234 .016 0 0 0 .151 4.29.1. .016 0 0 0 .151 4.234 .016 I 0 0 0 .151 4.234 .016 I 0 0 0 .505 8.336 .1 I 0 0 0 RISA -3D Version 8 0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 22 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 LC 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Joint Label N6 X fkl .151 .151 .151 .151 .505 .151 .151 .151 .151 .505 .505 .505 .505 .505 -.505 .505 .505 .505 .505 .505 .505 5.412 .589 4.401 .422 .113 .113 .113 .113 5.02 .196 4.793 .03 0 .014 .011 .014 .014 .014 .012 .012 .012 .1 .005 .127 .022 .073 .006 .097 .018 .073 .006 .097 .018 .073 .006 Y fkl 4.234 4.234 4.234 4.234 8.336 4.234 4.234 4.234 4.234 8.336 8.336 8.336 8.336 8.336 8.336 8.336 8.336 8.336 8.336 8.336 8.336 17.854 7.288 1.183 9.383 3.175 3.175 3.175 3.175 12.694 2.128 -6.343 4.223 0 8.46 14.338 8.46 8.46 8.46 12.868 12.868 12.868 8.049 13.571 8.871 3.348 12.56 16.702 13.176 9.034 12.56 16.702 13.176 9.034 12.56 16.702 Z r1 .016 .016 .016 .016 .1 .016 .016 .016 .016 .1 .1 .1 .1 .1 .1 .1 -.1 .1 .1 .141 .413 .059 .213 .012 .012 .012 .012 .053 .325 .029 .301 0 .003 1.628 .003 .003 .003 1.222 1.222 1.222 .015 -4.782 .01 4.777 1.231 -4.806 1.212 2.363 -1.231 -4.806 1.212 2.363 1.231 -4.806 MX fk ftl MY fk ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I o I o I RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 23 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 LC 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 Joint Label N8 X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ftl .097 13.176 1.212 0 0 0 .018 9.034 2.363 0 0 0 -.105 4.665 .014 0 0 0 0 10.188 -4.781 0 0 0 .121 5.487 .011 0 0 0 .017 .036 4.778 0 0 0 .019 11.844 .004 0 0 0 .013 19.557 2.604 0 0 0 .013 19.557 2.604 0 0 0 .013 19.557 2.604 0 0 0 .015 13.091 .816 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .015 13.091 .816 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 _015 13.091 .816 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .016 10.152 .003 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .015 13.091 .816 0 0 0 .147 12.504 .834 0 0 0 .003 20.393 7.643 0 0 0 .177 13.678 .798 0 0 0 .028 5.788 6.012 0 0 0 .012 7.614 .002 0 0 0 .012 7.614 .002 0 0 0 .012 7.614 .002 0 0 0 .012 7.614 .002 0 0 0 .15 7.027 .02 0 0 0 0 14.916 -6.83 0 0 0 .174 8.201 .016 0 0 0 .025 .311 6.825 0 0 0 0 0 0 0 0 0 .291 6.993 .156 0 0 0 .865 14.95 .003 0 0 0 291 6.993 .156 0 0 0 .291 6.993 .156 0 0 0 .291 6.993 .156 0 0 0 .721 12.961 .037 0 0 0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 24 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 LC Joint Label 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 272 56 273 57 274 1 58 275 159 276 1 60 1 277 I, 61 1 278 1 62 1 279 1 63 1 1 1 X fkl .721 .721 2.856 .31 3.439 .273 1.639 .735 3.082 .707 1.639 .735 3.082 .707 1.639 .735 3.082 .707 2.973 .193 3.322 .156 .408 1.267 1.267 1.267 .636 .349 .349 .349 .349 .636 .349 .349 .349 .349 .636 .349 .349 .349 .349 .636 .636 .636 .636 .636 .636 .636 .636 .636 .636 .636 .636 3.86 .663 5.132 Y fkl 12.961 12.961 .696 4.571 13.289 9.414 8.239 11.145 17.683 14.777 8.239 11.145 17.683 14.777 8.239 11.145 17.683 14.777 2.101 1.774 10.492 6.617 9.79 21.123 21.123 21.123 12.37 8.391 8.391 8.391 8.391 12.37 8.391 8.391 8.391 8.391 12.37 8.391 8.391 8.391 8.391 12.37 12.37 12.37 12.37 12.37 12.37 12.37 12.37 12.37 12.37 12.37 12.37 3.375 8:911 21.364 1 Z fkl .037 .037 .18 .166 .133 .479 .055 .204 .02 .279 .055 .204 .02 .279 .055 .204 .02 .279 .117 .228 .07 .416 .219 .067 .067 .067 .108 .188 188 .188 .188 .108 188 .188 .188 .188 .108 .188 .188 .188 .188 .108 .108 .108 .108 .108 .108 .108 .108 .108 .108 .108 .108 .142 -.352 .075 1 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 25 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 LC 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Joint Label N10 X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ftl .61 15.829 .568 0 0 0 .262 6.293 .141 0 0 0 .262 6.293 .141 0 0 0 .262 6.293 .141 0 0 0 .262 6.293 .141 0 0 0 -4.234 2.701 .174 0 0 0 .289 2.834 .319 0 0 0 4.758 15.288 .107 0 0 0 .236 9.752 .601 0 0 0 0 0 0 0 0 0 .407 4.428 .104 0 0 0 .961 17.123 .035 0 0 0 .407 4.428 -.104 0 0 0 .407 4.428 .104 0 0 0 .407 4.428 .104 0 0 0 .823 13.949 .052 0 0 0 _823 13.949 .052 0 0 0 .823 13.949 .052 0 0 0 3.644 12.038 .067 0 0 0 .241 6.849 2.065 0 0 0 2.83 -3.182 .14 0 0 0 .583 2.007 1.858 0 0 0 -3.251 19.657 .025 0 0 0 .691 15.765 1.524 0 0 0 1.605 8.242 .08 0 0 0 -955 12.134 1.419 0 0 0 1251 19.657 .025 0 0 0 _691 15.765 1.524 0 0 0 1.605 8.242 .08 0 0 0 .955 12.134 1.419 0 0 0 -3.251 19.657 .025 0 0 0 .691 15.765 1.524 0 0 0 1.605 8.242 .08 0 0 0 .955 12.134 1.419 0 0 0 -3.481 10.266 .026 0 0 0 .068 5.078 2.024 0 0 0 2.993 -4.953 .098 0 0 0 .42 .236 1.899 0 0 0 .57 6.199 .145 0 0 0 1.376 25.626 .015 0 0 0 1.376 25.626 .015 0 0 0 1.376 25.626 .015 0 0 0 .766 11.661 -.09 0 0 0 .488 5.313 .124 0 0 0 .488 5.313 .124 0 0 0 .488 5.313 .124 0 0 0 .488 5.313 .124 0 .0 0 .766 11.661 .09 0 0 0 .488 5.313 .124 0 0 0 .488 5.313 .124 0 0 0 .488 5.313 .124 0 0 0 -.488 5.313 .124 0 0 0 766 11.661 .09 0 0 0 .488 5.313 -.124 0 0 0 .488 5.313 -.124 0 0 0 .488 5.313 .124 0 .0 0 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 26 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) LC 336 48 337 49 338 50 339 51 340 52 341 53 342 54 343 55 344 56 345 57 346 58 347 59 348 60 349 61 350 62 351 63 352 64 353 65 354 1 66 355 167 356 1 68 357 1 69 358 170 359 171 360 72 361 1 1 362 1 2 363 3 364 4 365 5 366 6 367 7 368 8 369 9 370 10 371 11 372 12 373 13 374 14 375 15 376 16 377 17 378 18 379 19 380 20 381 21 382 22 383 23 384 24 385 25 386 26 387 27 388 1 28 389 1 29 390 130 391 1 31 Joint Label N15 X fkl .488 .766 .766 .766 .766 .766 .766 .766 .766 .766 .766 .766 .766 -5.39 .515 3.859 1.017 .366 .366 .366 .366 -4.99 .115 4.258 .617 0 .017 0 .017 .017 .017 .004 _004 .004 .077 .024 .111 .01 .067 .009 .074 .001 .067 .009 .074 .001 .067 .009 .074 .001 .084 .017 .104 .003 ,024 .008 1 1 Y fkl 5.313 11.661 11.661 11.661 11.661 11.661 11.661 11.661 11.661 11.661 11.661 11.661 11.661 22.532 15.12 .79 8.203 3.985 3.985 3.985 3.985 14.856 7.443 -6.886 .527 0 1.594 16.784 1.594 1.594 1.594 12.986 12.986 12.986 1.509 .49 1.68 2.699 12.922 12.158 13.051 13.815 12.922 12.158 13.051 13.815 12.922 12.158 13.051 13.815 .871 .148 1.042 2.061 2.232 26.216 Z fkl .124 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .09 .039 2.892 .142 2.712 .093 .093 .093 .093 .042 2.896 .145 2.709 0 .108 .406 .108 .108 .108 .278 .278 .278 .114 2.11 .101 2.326 .273 1.941 .282 1.386 -.273 1.941 .282 1.386 .273 1.941 .282 1.386 .071 -2.153 .058 2.283 .151 .693 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 27 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 LC 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Joint Label N19 X [kl .008 .008 .012 02 .02 .02 .02 .012 .02 02 02 .02 .012 .02 .02 .02 02 .012 .012 .012 .012 .012 012 .012 012 .012 .012 012 .012 .122 021 .146 002 .015 015 .015 015 119 025 .149 .006 0 .441 .773 .441 .441 .441 .69 .69 .69 -2.882 .626 3.764 .256 1.802 .829 Y1k1 26.216 26.216 9.508 1.913 1 913 1.913 1.913 9.508 1.913 1.913 1.913 1.913 9.508 1 -913 1.913 1.913 1.913 9.508 9.508 9.508 9.508 9.508 9.508 9.508 9.508 9.508 9.508 9.508 9.508 9.386 7.93 9.63 11.086 1.435 1.435 1.435 1.435 1.312 .143 1.557 3.013 0 9.055 14.497 9.055 9.055 9.055 13.137 13.137 13.137 1.885 3.753 16.224 14.357 7.759 9.16 Z [kl .693 .693 .128 .129 .129 .129 .129 .128 .129 .129 .129 .129 _128 .129 .129 .129 .129 .128 .128 .128 .128 .128_ .128 -.128 .128 .128 .128 .128 .128 .119 -3.296 .137 3.041 .097 .097 .097 .097 .106 3.072 .088 3.266 0 .094 .883 .094 .094 .094 .639 .639 .639 .04 -3.472 .148 3.284 .679 1.895 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] MY [k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ [k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 28 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) LC 448 1 16 449 1 17 450 1 18 451 I 19 452 1 20 453 21 454 22 455 1 23 456 1 24 457 1 25 458 1 26 459 1 27 460 1 28 461 1 29 462 1 30 463 1 31 464 1 32 465 1 33 466 1 34 467 1 35 468 1 36 469 1 37 4701 38 471 1 39 472 1 40 473 1 41 474 1 42 475 1 43 476 1 44 477 1 45 478 1 46 479 147 480 148 481 1 49 482 1 50 483 1 51 484 1 52 485 1 53 486.1 54 487 1 55 488 1 56 489 1 57 490 1 58 491 1 59 492 1 60 493 1 61 494 1 62 495 1 63 496 1 64 497 1 65 498 1 66 499 1 67 500 1 68 501 169 502 1 70 503 171 Joint Label X fkl 3.182 .551 1.802 .829 3.182 .551 1.802 .829 3.182 .551 -3.058 .45 3.587 .08 .618 1.061 1.061 1.061 .695 .529 .529 .529 .529 .695 .529 .529 .529 .529 .695 .529 .529 .529 .529 .695 .695 .695 .695 .695 .695 .695 .695 .695 .695 .695 .695 -4.051 .959 5.442 .431 .397 .397 .397 .397 -4.35 .661 5.144 Y fkl 18.514 17.113 7.759 9.16 18.514 17.113 7.759 9.16 18.514 17.113 1.737 .131 12.602 10.735 12.677 19.573 19.573 19.573 13.587 10.866 10.866 10.866 10.866 13.587 10.866 10.866 10.866 10.866 13.587 10.866 10.866 10.866 10.866 13.587 13.587 13.587 13.587 13.587 13.587 13.587 13.587 13.587 13.587 13.587 13.587 3.345 6.013 23.829 21.161 8.149 8.149 8.149 8.149 2.093 .575 18.392 Z fkl .598 3.172 .679 1.895 .598 3.172 .679 1.895 .598 3.172 .002 3.434 .11 3.322 .131 1.45 1.45 1,45 .376 .113 .113 .113 .113 .376 .113 .113 .113 .113 .376 .113 .113 .113 -.113 .376 .376 .376 .376 .376 .376 .376 .376 .376 .376 .376 .376 .453 -4.45 .298 5.202 .084 .084 .084 .084 .007 -4.91 .162 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 29 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 LC 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Joint Label N21 XLkI Y fkl Z fkl MX fk ftl MY fk ftl MZ fk ftl .133 15.724 1 4.741 1 0 0 0 0 0 0 0 0 0 .154 7.476 .169 1 0 0 0 .107 13.891 1 .083 1 0 0 0 .154 7.476 1 .169 I 0 0 0 .154 7.476 .169 0 0 0 .154 7.476 .169 0 0 0 .042 12.287 -.104 0 0 0 .042 12.287 .104 0 0 0 .042 12 .104 0 0 0 -6.494 8.066 .19 0 0 0 238 9.846 .507 0 0 0 6.185 6.885 .149 0 0 0 .071 5.106 .169 0 0 0 4.713 12.73 .12 0 0 0 .021 14.065 .358 0 0 0 4.796 11.845 .089 0 0 0 .105 10.51 .149 0 0 0 -4.713 12.73 .12 0 0 0 .021 14.065 .358 0 0 0 4.796 11.845 .089 0 0 0 .105 10.51 .149 0 0 0 4.713 12.73 .12 0 0 0_ .021 14.065 .358 0 0 0 4.796 11.845 .089 0 0 0 .105 10.51 .149 0 0 0 6.432 5.076 .122 0 0 0 -.176 6.855 .439 0 0 0 6.247 3.895 .081 0 0 0 .009 2.115 .236 0 0 0 .716 10.466 .237 0 0 0 .233 19.236 .065 0 0 0 .233 19.236 .065 0 0 0 .233 19.236 .065 0 0 0 .055 12.179 .16 0 0 0 .185 8.971 .203 0 0 0 .185 8.971 .203 0 0 0 .185 8.971 .203 0 0 0 .185 8.971 .203 0 0 0 .055 12.179 .16 0 0 0 -.185 8.971 -.203 0 0 0 .185 8.971 .204 0 0 0 .185 8.971 .203 0 0 0 .185 8.971 .203 0 0 0 055 12.179 .16 0 0 0 .185 8.971 .203 0 0 0 .185 8.971 -.203 0 0 0 .185 8.971 .203 0 0 0 .185 8.971 1 .203 0 0 0 .055 12.179 .16 0 0 0 .055 12.179 1 .16 0 0 0 .055 12.179 .16 0 I 0 0 .055 12.179 .16 0 1 0 0 -.055 12.179 .16 0 1 0 0 -.055 12.179 1 .16 0 1 0 0 .055 12.179 .16 0 I 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 30 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 610 611 612 613 1 614 615 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Joint Label N23 X fkl .055 .055 .055 .055 .055 -9.11 .174 9.001 .065 .139 .139 .139 .139 -9.195 -.259 8.917 .019 0 .44 1.013 .44 '.44 .44 .869 .869 .869 -3.668 .62 2.788 .261 -3.291 1.004 1.552 .735 -3.291 1.004 1.552 .735 -3.291 1.004 1.552 .735 -3.492 .444 2.964 .085 .616 1.444 1.444 1.444 .814 .528 .528 .528 .528 .814 Y fkl 12.179 12.179 12.179 12.179 12.179 13.022 15.564 11.335 8.793 6.728 6.728 6.728 6.728 7.571 10.114 5.885 3.342 0 4.526 17.512 4.526 4.526 4.526 14.265 14.265 14.265 12.057 2.37 -3.005 6.682 19.914 12.648 8.617 15.882 19.914 12.648 8.617 15.882 19.914 12.648 8.617 15.882 10.247 .559 -4.816 4.872 6.336 26.209 26.209 26.209 11.924 5.431 5.431 5.431 5.431 11.924 Z fkl .16 .16 .16 .16 .16 .189 642 .13 .323 .152 .152 .152 .152 .182 .635 .123 .33 0 .036 .223 .036 .036 .036 .158 .158 .158 .02 1.171 .093 1.243 .201 1.063 .116 .747 .201 1.063 .116 .747 .201 1.063 .116 .747 .035 1.185 .079 1.229 .051 .371 .371 .371 .086 .044 .044 .044 .044 .086 MX fk ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 LC 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Joint Label N38 X rid Y fkl ZJk1 MX fk -ftl MY fk -ftl MZ fk -ftl 528 5.431 .044 0 0 0 _528 5.431 .044 0 0 0 _528 5.431 .044 0 0 0 .528 5.431 .044 0 0 0 .814 11.924 .086 0 0 0 .528 5.431 .044 0 0 0 .528 5.431 .044 0 0 0 .528 5.431 .044 0 0 0 .528 5.431 .044 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 -.814 11.924 .086 0 0 0 -.814 11.97 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 .814 11.924 .086 0 0 0 5.426 22.683 -.167 0 0 0 -1.071 8.844 1.81 0 0 0 3.797 1.165 .005 0 0 0 .558 15.004 1.638 0 0 0 .396 4.073 .033 0 0 0 .396 4.073 .033 0 0 0 .396 4.073 .033 0 0 0 .396 4.073 .033 0 0 0 -5.008 14.832 .048 0 0 0 .653 .993 1.691 0 0 0 4.216 -6.686 .114 0 0 0 -.14 7.153 1.757 0 0 0 0 0 0 0 0 0 .133 3.217 0 0 0 0 .142 1.316 .059 0 0 0 .133 3.217 0 0 0 0 .133 3.217 0 0 0 0 .133 3.217 0 0 0 0 .14 1.791 .044 0 0 0 .14 1.791 .044 0 0 0 .14 1.791 .044 0 0 0 .031 2.225 .012 0 0 0 .086 2.996 .077 0 0 0 .297 4.209 .011 0 0 0 .181 3.438 .076 0 0 0 .017 1.047 .053 0 0 0 .105 1.625 .102 0 0 0 .263 2.535 .036 0 0 0 .176 1.957 .013 0 0 0 .017 1.047 .053 0 0 0 .105 1.625 .102 0 0 0 .263 2.535 .036 0 0 0 .176 1.957 .013 0 0 0 .017 1.047 .053 0 0 0 105 1.625 .102 0 0 0 RISA 3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 32 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 LC 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 Joint Label N40 X fkl .263 .176 .084 .033 .244 .127 .187 .175 .175 .175 .165 .16 .16 .16 .16 .165 .16 .16 .16 .16 .165 .16 .16 .16 16 .165 .165 .165 .165 .165 .165 .165 .165 .165 .165 .165 .165 .07 .097 .399 .232 .12 .12 .12 .12 .114 .052 .354 .188 0 .071 .066 .071 .071 .071 .067 Y fkl 2.535 1.957 .938 1.709 2.922 2.152 4.504 .818 .818 .818 2.91 3.86 3.86 3.86 3.86 2.91 3.86 3.86 3.86 3.86 2.91 3.86 3.86 3.86 3.86 2.91 2.91 2.91 2.91 2.91 2.91 2.91 2.91 2.91 2.91 2.91 2.91 1.493 2.593 4.327 3.226 2.895 2.895 2.895 2.895 1.478 2.579 4.312 3.212 0 19.421 19.209 19.421 19.421 19.421 19.262 Z fkl 036 .013 .011 .077 .011 .076 0 .094 .094 .094 .03 0 0 0 0 .03 0 0 0 0 -.03 0 0 0 0 .03 -.03 .03 .03 .03 .03 .03 .03 .03 .03 .03 -.03 .046 .139 .014 .08 0 0 0 0 .016 .11 .015 .109 0 .063 .044 .063 .063 .063 .049 MX fk ftl MY fk ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 33 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 775 776 777 778 779 780 781 782 783 LC Joint Label 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ftl .067 19.262 .049 0 0 1 0 .067 19.262 .049 0 0 0 .044 18.423 .06 0 0 0 .044 13.932 .004 0 0 0 .185 20.418 .066 0 0 0 .097 24.909 .122 0 0 0 .019 18.513 .047 0 0 0 .047 15.145 .005 0 0 0 .153 20.01 .051 0 0 0 .087 23.378 .093 0 0 0 -.019 18.513 .047 0 0 0 .047 15.145 .005 0 0 0 .153 20.01 .051 0 0 0 .087 23.378 .093 0 0 0 .019 18.513 .047 0 0 0 .047 15.145 .005 0 0 0 .153 20.01 .051 0 0 0 .087 23.378 .093 0 0 0 .072 10.655 .035 0 0 0 .016 6.164 .021 0 0 0 .157 12.65 .041 0 0 0 .069 17.141 .097 0 0 0 .099 27.189 .088 0 0 0 .077 22.966 .046 0 0 0 .077 22.966 .046 0 0 0 .077 22.966 .046 0 0 0 .082 23.199 .066 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .082 23.199 .066 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .082 23.199 .066 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .085 23.305 .076 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .082 23.199 .066 0 0 0 .081 21.773 .062 0 0 0 .045 15.358 .018 0 0 0 .246 24.624 1 .07 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 34 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 -839 Joint Label N42 X fkl .12 .064 .064 .064 .064 .1 .026 .227 .101 0 .056 .015 .056 .056 .056 .025 .025 .025 .159 .042 .047 .069 .102 .015 .052 .035 .102 .015 .052 .035 .102 .015 .052 .035 .136 .02 .069 .047 .078 .001 .001 .001 .046 .067 .067 .067 -.067 .046 -.067 .067 .067 .067 -.046 .067 .067 .067 Y�kl 31.04 17.478 17.478 17.478 17.478 16.053 9.637 18.904 25.319 0 18.449 17.948 18.449 18.449 18.449 18.073 18.073 18.073 20.097 14.183 16.801 22.715 19.309 14.874 16.837 21.273 19.309 14.874 16.837 21.273 19.309 14.874 16.837 21.273 12.718 6.803 9.421 15.335 25.828 21.337 21.337 21.337 21.888 22.139 22.139 22.139 22.139 21.888 22.139 22.139 22.139 22.139 21.888 22.139 22.139 22.139 zLkl 151 .057 .057 .057 .057 .053 .028 .061 .141 0 .081 .031 .081 .081 .081 .043 .043 .043 .093 .034 .069 .196 .052 .043 .034 .129 .052 .043 .034 .129 .052 .043 .034 .129 06 .066 .037 .163 .113 .017 .017 .017 .072 .097 .097 .097 .097 .072 .097 .097 .097 .097 .072 .097 .097 .097 MX fk -ftl 0 0 0 0 0 0 0 0 0 MY fk -ftl MZ fk -ftl 0 0 0 0 O 0 0 0 0 0 O 0 O 0 O 0 O 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 0 0 O 0 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 Joint Label N41 X fkl Y fkl Z fkl MX fk -ftl MY fk -111 MZ fk -ftl .067 22.139 .097 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 .046 21.888 .072 0 0 0 -.193 24.243 .089 0 0 0 -.027 15.794 .092 0 0 0 .101 19.533 .055 0 0 0 -.066 27.983 .236 0 0 0 .05 16.604 .073 0 0 0 .05 16.604 .073 0 0 0 .05 16.604 .073 0 0 0 .05 16.604 .073 0 0 0 .197 18.959 .09 0 0 0 -.031 10.51 .091 0 0 0 .097 14.249 .056 0 0 0 .069 22.698 .237 0 0 0 0 0 0 0 0 0 .125 5.587 .015 0 0 0 .102 10.458 .107 0 0 0 .125 5.587 015 0 0 0 .125 5.587 .015 0 0 0 .125 5.587 .015 0 0 0 .108 9.24 .084 0 0 0 .108 9.24 .084 0 0 0 .108 9.24 .084 0 0 0 .043 4.331 .022 0 0 0 .166 6.696 .035 0 0 0 .294 6.843 .007 0 0 0 .085 4.477 .065 0 0 0 .019 8.298 .089 0 0 0 .138 10.072 .046 0 0 0 .234 10.182 .078 0 0 0 .077 8.408 .121 0 0 0 .019 8.298 .089 0 0 0 .138 10.072 .046 0 0 0 .234 10.182 .078 0 0 0 .077 8.408 .121 0 0 0 .019 8.298 .089 0 0 0 .138 10.072 .046 0 0 0 .234 10.182 .078 0 0 0 .077 8.408 .121 0 0 0 .094 2.096 .016 0 0 0 .116 4.461 1 .041 0 0 0 .244 4.608 1 .001 0 0 0 .034 2.243 .059 0 0 0 .176 7.821 1 .021 0 0 0 .112 14.498 I .165 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 36 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) LC 896 1 32 897 1 33 898 1 34 899 35 900 1 36 901 37 902 1 38 903 1 39 904 1 40 905 41 906 1 42 907 43 908 44 909 45 910 146 911 47 912 1 48 913 149 914 150 915 151 916 152 917 1 53 918 1 54 919 1 55 920 1 56 921 1 57 922 1 58 923 1 59 924 160 925 1 61 926 1 62 927 1 63 928 164 929 1 65 930 1 66 931 67 932 168 933 1 69 934 1 70 935 1 71 936 1 72 937 1 1 938 I 2 939 I 3 940 1 4 941 1 5 942 1 6 943 1 7 944 1 8 945 1 9 946 1 10 947 1 11 948 1 12 949 1 13 950 1 14 951 1 15 Joint Label N43 1 X fkl .112 .112 .139 .151 .151 .151 .151 .139 151 .151 .151 .151 .139 .151 .151 .151 .151 .139 .139 .139 .139 .139 .139 .139 .139 .139 .139 .139 .139 .103 .197 .38 .08 .113 113 .113 .113 .128 .171 .354 .054 0 .063 .048 .063 .063 .063 .052 .052 .052 053 .085 .18 .042 .035 .OFR Y fkl 14.498 14.498 9.14 6.704 6.704 6.704 6.704 9.14 6.704 6.704 6.704 6.704 9.14 6.704 6.704 6.704 6.704 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 7 10.724 10.934 7.555 5.028 5.028 5.028 5.028 3.234 6.613 6.823 3.443 0 19.168 19.132 19.168 19.168 19.168 19.141 19.141 19.141 18.125 24.576 20.211 13.761 18.359 23.197 Z fkl .165 .165 .064 .018 .018 .018 .018 .064 .018 .018 .018 .018 .064 .018 .018 .018 .018 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .074 .007 .053 .135 .013 .013 .013 .01,3 .024 .058 .003 .084 0 .063 .05 .063 .063 .063 .053 .053 .053 -.06 .128 .067 .002 .051 .102 MX fk ftl MY fk ftl MZ fk ffl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 37 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 994 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 LC 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 Joint Label mkt .139 .036 .035 .068 .139 036 .035 .068 .139 .036 .078 .059 154 .017 .089 .052 .052 .052 .069 .076 .076 .076 .076 .069 .076 .076 .076 .076 .069 .076 .076 .076 .076 .069 .069 .069 .069 .069 .069 .069 .069 .069 .069 .069 .069 .098 .099 .235 .038 .057 .057 .057 .057 .109 .087 .223 Y fkl MX fk -ftl MY Ik -ftl MZ fk -ftl 19.923 -.056 0 0 0 15.085 .004 0 0 0 18.359 .051 0 0 0 23.197 .102 0 0 0 19.923 .056 0 0 0 15.085 .004 0 0 0 18.359 .051 0 0 0 23.197 .102 0 0 0 19.923 .056 0 0 0 15.085 .004 0 0 0 10.458 -.035 0 0 0 16.909 .103 0 0 0 12.544 .041 0 0 0 6.093 .027 0 0 0 26.836 .089 0 0 0 22.944 .054 0 0 0 22.944 .054 0 0 0 22.944 .054 0 0 0 22.984 .069 0 0 0 23.002 .076 0 0 0 23.002 .076 0 0 0 23.002 .076 0 0 0 23.002 .076 0 0 0 22.984 .069 0 0 0 23.002 -.076 0 0 0 23.002 .076 0 0 0 23.002 .076 0 0 0 23.002 .076 0 0 0 22.984 .069 0 0 0 23.002 .076 0 0 0 23.002 .076 0 0- 0 23.002 .076 0 0 0 23.002 .076 0 0 0 22.984 .069 0 0 0 22.984 .069 0 0 0 22.984 .069 0 0 0 22:984 -.069 0 0 0 22.984 -.069 0 0 0 22.984 .069 0 0 0 22.984 -.069 0 0 0 22.984 .069 0 0 0 22.984 .069 0 0 0 22.984 -.069 0 0 0 22.984 -.069 0 0 0 22.984 -.069 0 0 0 21.494 -.064 0 0 0 30.709 -.162 0 0 0 24.474 .074 0 0 0 15.259 .024 0 0 0 17.251 -.057 0 0 0 17.251 -.057 0 0 0 17.251 .057 0 0 0 17.251 -.057 0 0 0 15.762 .052 0 0 0 24.977 I .15 0 0 0 18.741 I- .062 0 0 0 RISA -3D Version 8.0 3 [T• 1. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 38 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 LC 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Joint Label N45 X fkl .026 0 .052 .005 .052 .052 .052 .017 .017 .017 .157 .066 .054 .037 .096 .027 .062 .006 .096 .027 .062 .006 .096 .027 .062 .006 .136 .045 .074 .017 .072 .012 .012 .012 .039 .062 .062 .062 .062 .039 .062 .062 .062 .062 .039 .062 .062 .062 .062 .039 .039 .039 .039 .039 .039 -.039 Y fkl 9.526 0 18.069 18.565 18.069 18.069 18.069 18.441 18.441 18.441 19.702 22.191 16.436 13.946 19.665 21.532 17.216 15.349 19.665 21.532 17.216 15.349 19.665 21.532 17.216 15.349 12.474 14.964 9.208 6.719 25.296 22.476 22.476 22.476 21.93 21.682 21.682 21.682 21.682 21.93 21.682 21.682 21.682 21.682 21.93 21.682 21.682 21.682 21.682 21.93 21.93 21.93 21.93 21.93 21.93 21.93 Z fkl .036 0 .083 .055 .083 .083 .083 .062 .062 .062 .093 .196 .072 .031 .07 .147 .054 .024 .07 .147 .054 .024 .07 .147 .054 .024 .06 .163 .039 .064 .116 .055 .055 .055 .085 .099 .099 .099 .099 .085 .099 .099 .099 .099 .085 .099 .099 .099 .099 .085 .085 .085 .085 .085 .085 .085 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 39 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Joint Label N44 X fkl Y fkl Z Oil MX fk -ft1 MY fk -ftl MZ rk -ftl .039 21.93 .085 0 1 0 0 .039 21.93 .085 0 0 0 .039 21.93 -085 0 0 0 -039 21.93 .085 0 0 0 .039 21 -93 -.085 0 0 0 .189 24.263 .101 0 0 0 .059 27.819 .248 0 0 0 .112 19.597 _07 0 0 0 .018 16.041 .077 0 0 0 .046 16.262 -074 0 0 0 .046 16.262 .074 0 0 0 .046 16.262 .074 0 0 0 .046 16262 .074 0 0 0 .197 18.595 .09 0 0 0 .067 22.151 .237 0 0 0 .104 13.929 -059 0 0 0 .026 10.373 -088 0 0 0 0 0 0 0 0 0 .147 1.035 .118 0 0 0 .546 .861 .097 0 0 0 .147 1.035 -118 0 0 0 .147 1.035 .118 0 0 0 .147 1.035 -.118 0 0 0 .446 .904 .043 0 0 0 .446 .904 .043 0 0 0 .446 .904 .043 0 0 0 -479 .308 .113 0 0 0 .166 2.165 .6 0 0 0 .772 2.378 .123 0 0 0 .127 .095 .364 0 0 0 .023 .103 .047 0 0 0 .461 1.752 .318 0 0 0 .915 1.911 .039 0 0 0 .432 .056 .405 0 0 0 .023 .103 .047 0 0 0 .461 1.752 .318 0 0 0 .915 1.911 .039 0 0 0 .432 .056 .405 0 0 0 .023 .103 .047 0 0 0 .461 1.752 .318 0 0 0 .915 1.911 .039 0 0 0 .432 .056 .405 0 0 0 .537 .722 .065 0 0 0 .107 1.751 .553 0 0 0 .713 1.964 .076 0 0 0 .069 .509 .411 0 0 0 .205 1.449 .165 0 0 0 .815 .963 .203 0 0 0 .815 .963 203 0 0 0 .815 .963 .203 0 0 0 .376 1.155 -.034 0 0 0 .176 1.242 -142 0 0 0 .176 1.242 .142 0 0 0 .176 1.242 .142 0 0 0 .176 1.242 .142 0 0 0 .376 1.155 -.034 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 40 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) LC 111201 40 111211 41 11221 42 1123 43 1124 44 1125 45 1126 46 1127 47 1128 48 1129 49 1130 50 1131 51 1132 52 1133 53 1134 54 1135 55 1136 56 1137 57 1138 58 1139 59 1140 60 1141 61 1142 62 1143, 63 1144 64 1145, 65 1146 66 11147 67 11148 68 11149 69 1 -150 70 1151 71 1152 72 1153 1 1154 2 1155 3 1156 4 1157 5 1158 6 1159 7 1160 8 1161 9 1162 10 1163 11 1164 12 1165 1166 1167 1168 1169 1170 1171 1172 13 14 15 16 17 18 19 20 1173 21 1 1174 22 1 1175 23 1 Joint Label N46 X fkl .176 .176 .176 .176 .376 .176 .176 .176 .176 .376 .376 .376 .376 .376 .376 .376 .376 .376 .376 .376 .376 .518 .403 1.269 .348 .132 .132 .132 .132 .761 .159 1.025 .104 0 .145 .524 .145 .145 .145 .429 .429 .429 .78 .132 .49 .157 .905 .42 .047 .438 -.905 .42 .047 .438 .905 .42 Y fkl 1.242 1.242 1.242 1.242 1.155 1.242 1.242 1.242 1.242 1.155 1.155 1.155 1.155 1.155 1.155 1.155 1.155 1.155 1.155 1.155 1.155 .764 2.769 3.073 .46 .931 .931 .931 .931 .987 2.546 2.85 .683 0 1.662 6.949 1.662 1.662 1.662 5.627 5.627 5.627 3.005 1.695 .319 1.629 6.634 5.652 4.62 5.603 6.634 5.652 4.62 5.603 6.634 5.652 Z fkl .142 .142 .142 .142 .034 .142 .142 .142 .142 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .026 .723 .042 .655 .106 .106 .106 .106 .099 .795 .114 .583 0 .018 .084 .018 .018 .018 .067 .067 .067 .013 .064 .022 .029 -.064 .102 .071 .032 064 .102 .071 .032 .064 .102 MX fk -ftl MY fk -ftl MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1917 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 12301 12311 LC 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 Joint Label N48 X fkl .047 .438 .722 .074 .5413 .099 .203 .78 78 .78 363 .174 174 174 .174 .363 174 .174 .174 .174 363 .174 .174 .174 174 .363 .363 .363 .363 .363 .363 .363 .363 .363 .363 .363 .363 1.27 .345 .544 -.381 .13 .13 .13 .13 1.037 .112 .777 -.148 0 .002 .004 -.002 -.002 .002 .003 Y fkl Z fkl MX fk ftl MY fkft MZ fk ftl 4.62 -.071 0 0 0 5.603 .032 0 0 0 2.34 .006 0 0 0 1.03 .057 0 0 0 .346 .015 0 0 0 .964 .036 0 0 0 2.327 .025 0 0 0 10.454 .127 0 0 0 10.454 .127 0 0 0 10.454 .127 0 0 0 4.638 .054 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 4.638 .054 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 4.638 .054 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 1.994 .021 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 0 0 4.638 .054 0 I 0 0 6.556 .048 0 0 0 4.685 .121 0 0 0 2.72 .061 0 0 0 4.591 .012 0 0 0 1.496 .016 0 0 0 1.496 .016 0 0 0 1.496 .016 0 0 0 1.496 .016 0 0 0 3.414 .009 0 0 0 1.543 .082 0 0 0 .422 .022 0 0 0 1.449 .051 0 0 0 0 0 0 0 0 .8 .028 0 '0 0 6.079 .913 0 0 0 .8 .028 0 0 0 .8 .028 0 0. 0 .8 .028 0 0 0 4.76 .678 0 0 0 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 42 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1232 1233 1234 1235 1236 1237 1238 1239 1240 1241 1242 1243 1244 1245 1246 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 1269 1270 1271 1272 1273 1274 1275 1276 1277 1278 1279 1280 1281 1282 1283 1284 1285 1286 1287 LC Joint Label 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 X fkl .003 .003 .006 .001 .003 .002 .006 .003 0 .003 .006 .003 0 .003 .006 -.003 0 .003 .005 0 .003 .001 .002 .006 .006 .006 .003 .002 .002 .002 .002 .003 .002 .002 .002 .002 .003 .002 .002 .002 .002 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .009 .003 .003 Y fkl 4.76 4.76 .71 8.699 .891 7.098 4.692 10.683 4.827 1.164 4.692 10.683 4.827 1.164 4.692 10.683 4.827 1.164 .39 8.379 .571 7.418 1.121 9.407 9.407 9.407 3.6 .961 .961 .961 .961 3.6 .961 .961 .961 .961 3.6 .961 .961 .961 .961 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.6 3.471 14.883 3.729 Z fkl .678 .678 .092 -4.81 .036 4.865 .63 4.306 .726 2.95 .63 4.306 .726 2.95 .63 -4.306 .726 2.95 .081 4.821 .048 4.854 .039 1.473 1.473 1.473 .437 .033 .033 .033 .033 .437 033 .033 .033 .033 .437 .033 .033 .033 .033 .437 .437 .437 .437 .437 .437 .437 -.437 .437 .437 .437 .437 .345 -7.348 .529 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk ftl MZ fk ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 43 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1288 1289 1290 1291 1292 1293 1294 1295 1296 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1'i,37 1338 1339 1340 1341 1342 1343 LC 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Joint Label N50 X fkl Y1k1 Z�kl MX fk MY fk ftl MZ fk ftl 003 7.684 I 6.474 0 0 0 .001 .72 I .025 0 0 0 .001 .72 .025 0 0 0 .001 .72 .025 0 0 0 .001 .72 .075 0 0 0 .007 .592 .117 0 0 0 .001 12.004 -6.886 0 0 0 .005 .849 .067 0 0 0 .002 10.563 6.936 0 0 0 0 0 0 0 0 0 .112 .659 .008 0 0 0 .483 5.032 .025 0 0 0 .112 .659 .008 0 0 0 .112 .659 .008 0 0 0 .112 .659 .008 0 0 0 .39 3.939 .017 0 0 0 .39 3.939 .017 0 0 0 .39 3.939 .017 0 0 0 .352 .4 .011 0 0 0 .096 .759 .094 0 0 0 .576 1.717 _006 0 0 0 .127 .558 .111 0 0 0 .042 3.145 -.014 0 0 0 .378 4.014 .093 0 0 0 .738 4.733 .019 0 0 0 .402 3.863 .06 0 0 0 .042 3.145 .014 0 0 0 .378 4.014 .093 0 0 0 _738 4.733 -.019 0 0 0 .402 3.863 .06 0 0 0 .042 3.145 .014 0 0 0 .378 4.014 .093 0 0 0 .738 4.733 .019 0 0 0 .402 3.863 .06 0 0 0 .397 .663 008 0 0 0 .052 .496 -.097 0 0 0 .531 1.453 .002 0 0 0 .083 .294 .107 0 0 0 .156 .922 .012 0 0 0 .728 7.788 .043 0 0 0 .728 7.788 .043 0 0 0 .728 7.788 .043 0 0 0 .32 2.977 .006 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .32 2.977 .006 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .32 2.977 .008_ 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 .134 .79 .01 0 0 0 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 44 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) LC 1344 48 1345 49 1346 50 1347 51 1348, 52 1349 53 1350 54 1351 55 1352 56 1353 57 1354 58 1355 59 1356 60 1357 61 1358 62 1359 63 1360 64 1361 65 1362 66 1363 67 1364 68 1365 69 1366 70 1367 71 1368 72 1369 1 1370 2 1371 3 13721 4 1373 5 1374 6 1375 7 1376 8 1377 9 1378 10 1379 11 1380 12 1381 13 1382 14 1383 15 1384 16 1385 17 1386 18 1387 19 1388 20 1389 21 1390 22 1391 23 1392 24 1393 25 1394 26 1395 27 1396 28 1397 29 1398 30 1399 31 Joint Label N52 X fkl 134 .32 .32 .32 .32 .32 .32 .32 .32 .32 .32 .32 .32 .343 .298 .982 .342 .101 .101 .101 .101 .562 .079 .763 .123 0 .116 .502 -.116 .116 .116 .405 .405 .405 -.566 .144 .335 .087 .743 .427 .067 .384 .743 .427 .067 .384 .743 .427 .067 .384 .52 .098 .381 -.041 .162 .757 Y fkl .79 2.977 2.977 2.977 2.977 2.977 2.977 2.977 2.977 2.977 2.977 2.977 2.977 1.465 3.121 4.489 2.833 .593 .593 .593 .593 .919 .737 2.105 .449 0 .886 1.823 _886 .886 .886 1.589 1.589 1.589 1.842 3.865 .069 2.092 2.306 3.823 .872 .645 2.306 3.823 .872 .645 2.306 3.823 .872 .645 1.488 3.511 .424 2.447 1.241 2.562 Z fkl .01 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .003 .153 .01 .14 .008 .008 .008 .008 .012 .138 .004 .154 0 .093 044 093 .093 .093 .056 056 .056 .117 1.866 .069 1.68 .074 1.386 .038 1.274 .074 -1.386 .038 1.274 -.074 -1.386 .038 1.274 .08 1.829 -.032 1.717 .13 .034 MX fk -ftl MY fk -ftl MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 45 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 LC 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Joint Label N57 X fkl .757 .757 .332 .139 .139 .139 .139 .332 .139 .139 .139 139 332 .139 .139 139 .139 -.332 -.332 .332 .332 .332 .332 332 .332 -.332 .332 .332 .332 .976 .372 .312 -.292 .104 .104 .104 .104 .748 .144 .54 .064 0 .146 .571 .146 .146 .146 .465 .465 .465 .426 .124 .717 .167 .036 .449 Y fkl Z fkt MX fkft MY fk -ftl MZ fk -ftl 2.562 .034 I 0 0 0 2.562 034 I 0 0 0 1.532 .087 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.532 .087 0 0 0 1.064 -111 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.532 .087 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.064 .111 0 0 0 1.532 .087 0 0 0 1,532 -.087 0 0 0 1.532 .087 0 0 0 1.532 .087 0 0 0 1.532 .087 0 0 0 1.532 .087 0 0 0 1.532 -087 0 0 0 1.532 .087 0 0 0 1.532 .087 0 0 0 1.532 .087 0 0 0 1.532 .087 0 0 0 1.532 -.087 0 0 0 2.897 .121 0 0 0 5.787 2.62 0 0 0 .166 .053 0 0 0 -2.723 2.446 0 0 0 .798 .084 0 0 0 .798 -.084 0 0 0 .798 .084 0 0 0 .798 -.084 0 0 0 2.163 .118 0 0 0 5.053 2.617 0 0 0 .568 .05 0 0 0 3.457 2.45 .0 0 0 0 0 0 0 0 1.28 .246 0 0 0 2.617 .176 0 0 0 1.28 .246 0 0 0 1.28 .246 0 0 0 1.28 .246 0 0 0 2.283_ .194 0 0 0 2.283 .194 0 0 0 2.283 .194 0 0 0 .038 .228 0 0 0 .14 .623 0 0 0 2.522 .264 0 0 0 2.7 1.115 0 0 0 1.351 .18 0 0 0 1.218 .458 0 0 0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 46 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1456 1457 1458 1459 1460 1461 1462 1463 1464 1465 1466 1467 1468 1469 1470 1471 1472 1473 1474 1475 1476 1477 1478 1479 1480 1481 1482 1483 1484 1485 1486 1487 1488 1489 1490 1491 1492 1493 1494 1495 1496 1497 1498 1499 1500 1501 1502 1503 1504 1505 1506 1507 1508 1509 1510 1511 LC 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 Joint Label X fkl .894 .481 .036 .449 .894 .481 .036 .449 .894 .481 .484 .066 .659 .109 .204 .856 .856 .856 .388 .175 .175 .175 .175 .388 .175 .175 .175 .175 .388 .175 .175 .175 .175 .388 .388 .388 .388 .388 .388 .388 .388 .388 .388 .388 .388 .429 .357 1.204 .418 .131 .131 .131 .131 .685 .101 .948 Y fkl 3.214 3.347 1.351 1.218 3.214 3.347 1.351 1.218 3.214 3.347 .474 .652 2.01 2.188 1.792 3.674 3.674 3.674 2.204 1.536 1.536 1.536 1.536 2.204 1.536 1.536 1.536 1.536 2.204 1.536 1.536 1.536 1.536 2.204 2.204 2.204 2.204 2.204 2.204 2.204 2.204 2.204 2.204 2.204 2.204 .43 .176 3.979 4.233 1.152 1.152 1.152 1.152 .622 .876 2.926 Z fkl .207 .846 .18 .458 .207 .846 .18 .458 .207 .846 .13 .722 .166 1.017 .345 .184 .184 .184 .26 .295 .295 .295 .295 .26 .295 .295 .295 .295 26 .295 .295 .295 295 .26 .26 .26 .26 .26 .26 .26 .26 .26 .26 .26 .26 .235 .981 .286 1.502 .221 .221 .221 .221 .196 1.02 .247 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 47 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1512 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 11566 11567 LC 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Joint Label N59 X fkl .162 0 .144 .552 .144 144 .144 .45 -.45 .45 .722 .152 435 .135 -.883 .457 .016 .443 -.883 .457 .016 .443 .883 .457 .016 .443 .664 .095 .492 .077 .201 .826 .826 .826 .376 .172 .172. .172 .172 .376 .172 .172 .172 .172 .376 .172 .172 .172 .172 .376 .376 .376 -.376 .376 .376 .376 Y rid Z J MX fk -ftl MY fk -ftl MZ fk -ftl 3.18 1463 0 0 0 0 0 0 0 0 1.603 .014 0 0 0 6.985 .093 0 0 0 1.603 .014 0 0 0 1.603 .014 0 0 0 1.603 .014 0 0 0 5.64 .073 0 0 0 5.64 .073 0 0 0 5.64 .073 0 0 0 2.83 .008 0 0 0 1.476 .066 0 0 0 .377 .02 0 0 0 1.73 .094 0 0 0 6.56 .069 0 I 0 0 5.544 .013 0 0 0 4.72 .078 0 I 0 0 5.735 .133 0 0 0 6.56 .069 0 I 0 0 5.544 .013 0 0 0 4.72 .078 1 0 0 0 5.735 .133 0 0 0 6.56 .069 0 0 0 5.544 .013 0 0 0 4.72 .078 0 0 0 5.735 .133 0 0 0 2.189 .002 0 0 0 .835 .071 0 0 0 .265 .015 0 0 0 1.089 .088 0 0 0 2.245 .02 0 0 0 10,535 .143 0 0 0 10.535 .143 0 0 0 10.535 .143 0 0 0 4.615 .056 0 0 0 1.924 .017 0 0 0 1.924 .017 0 0 0 1.974 .017 0 0 0 1.924 .017 0 0 0 4.615 .056 0 0 0 1.924 .017 0 0 0 1.924 _017 0 0 0 1.924 .017 0 0 0 1.924 .017 0 0 0 4.615 .056 0 0 0 1.924 .017 0 0 0 1.924 .017 0 0 0 1.924 .017 0 0 0 1.924 .017 0 0 0 4.615 .056 0 0 0 4.615 .056 0 0 0 4.615 .056 0 0 0 4.615 .056 0 0 0 4.615 .056 0 0 0 4.615 .056 0 0 0 4.615 .056 .0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 48 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1568 1569 1570 1571 1572 1573 1574 1575 1576 1577 1578 1579 1580 1581 1582 1583 1584 1585 1586 1587 1588 1589 1590 1591 1592 1593 1594 1595 1596 1597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Joint Label N61 X fkl .376 .376 .376 .376 .376 1.202 .389 .449 .364 .129 .129 .129 .129 .955 .142 .697 .117 0 0 0 0 0 0 0 0 0 -.004 0 .003 0 .003 0 .002 0 .003 0 .002 0 .003 0 .002 0 .003 0 .003 0 0 0 0 0 0 0 0 0 0 0 Y fkl 4.615 4.615 4.615 4.615 4.615 6.367 4.434 2.863 4.796 1.443 1.443 1.443 1.443 3.195 1.262 .309 1.624 0 1.239 7.746 1.239 1.239 1.239 6.119 6.119 6.119 1.269 -6.234 1.209 8.712 6.142- .514 6.096 11.724 6.142 .514 6.096 11.724 6.142 .514 6.096 11.724 .774 -6.73 .713 8.216 1.734 11.898 11.898 11.898 4.74 1.487 1.487 1.487 1.487 4.74 Z fkl .056 .056 .056 .056 .056 .048 .058 .065 .17 .013 .013 .013 .013 .004 .101 .021 .127 0 .077 1.787 .077 .077 .077 1.359 1.359 1.359 .094 -4.678 .06 4.832 1.372 2.207 1.347 4.925 1.372 2.207 1.347 4.925 1.372 -2.207 1.347 4.925 .063 -4.709 .029 4.801 .108 2.828 2.828 2.828 .947 .092 .092 .092 .092 .947 MX f k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 49 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) LC 16241 40 16251 41 1626 1627 1628 1629 1630 1631 1632 1633 1634 1635 1636 1637 1638 1639 1640 1641 1642 1643 1644 1645 1646 1647 1648 1649 1650 1651 1652 1653 1654 1655 1656 1657 1658 1659 1660 1661 1662 1663 1664 1665 1666 1667 1668 1669 1670 1671 1672 1673 1674 1675 1676 1677 1678 1679 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Joint Label N63 Xfkl Y fkl Z fkl MX fk ftl MY fk ftl MZ fk ftl O 1.487 I .092 0 0 0 0 1.487 1 .092 0 0 0 0 1.487 1 _092 0 0 0 0 1.487 .092 0 0 0 0 4.74 .947 0 0 0 0 1.487 .092 0 0 0 0 1.487 .092 0 0 0 0 1.487 .092 0 0 0 0 1.487 .092 0 0 0 0 4.74 .947 0 0 0 0 4.74 .947 0 0 0 O 4.74 .947 0 0 0 0 4.74 .947 0 0 0 0 4.74 .947 0 0 0 0 4.74 947 0 0 0 O 4.74 .947 0 0 0 O 4.74 .947 0 0 0 0 4.74 .947 0 0 0 0 4.74 .947 0 0 0 0 4.74 .947 0 0 0 0 4.74 .947 0 0 0 .005 4.783 .971 0 0 0 0 5.936 -5.846 0 0 .0 .004 4.697 .923 0 0 0 0 15.416 7.74 0 0 0 0 1.115 .069 0 0 0 0 1.115 .069 0 0 0 0 1.115 .069 0 0 0 0 1.115 .069 0 0 0 .005 1.158 .093 0 0 0 0 -9.561 -6.724 0 0 0 .004 1.072 .045 0 0 0 0 11.791 6.862 0 0 0 0 0 0 0 0 0 _125 1.075 .004 0 0 0 .532 6.381 .069 0 0 0 .125 1.075 .004_ 0 0 0 .125 1.075 .004 0 0 0 .125 I 1.075 .004 0 0 0 .43 I 5.054 .051 0 0 0 .43 I 5.054 .051 0 0 0 .43 I 5.054 .051 0 0 0 .288 I .144 .006 0 0 0 .139 .993 .107 0 0 0 .538 2.005 .001 0 0 0 .111 1.156 .099 0 0 0 .121 4.356 .049 0 0 0 .441 4.993 .026 0 0 0 .74 5.752 .053 0 0 0 .42 5.115 .128 0 0 0 ,121 4.356 .049 0 0 0 .441 4.993 .02e_ I 0 0 0 .74 5.752 .053 I 0 0 0 .42 5.115 .128 I 0 0 0 .171 4.356 .049 I 0 0 0 .441 4.993 .026 I 0 0 0 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 50 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) I LC 1680 24 1681 25 1682 26 1683 27 1684 28 1685 29 1686 30 1687 31 1688 32 1689 33 1690 34 1691 35 1692 36 1693 37 1694 38 1695 39 1696 40 1697 41 1698 42 1699 43 1700 44 1701 45 1702 46 1703 47 1704 48 1705 49 1706 50 1707 51 1708 52 1709 53 1710 54 1711 55 1712 56 1713 57 1714 58 1715 59 1716 60 1717 61 1718 62 1719 63 1720 64 1721 65 1722 66 1723 67 1724 68 1725 69 1726 70 1727 71 1728 72 1729 1 1730 2 1731 3 1732 4 1733 5 1734 6 1735 7 Joint Label N65 X fkl .74 .42 .338 .089 .488 .061 .175 .801 .801 .801 .354 .15 .15 .15 .15 .354 .15 .15 .15 .15 .354 .15 .15 .15 .15 .354 .354 .354 .354 .354 .354 .354 .354 .354 .354 .354 .354 .236 .374 .944 .334 .113 .113 .113 .113 .477 .133 .703 .093 0 .129 .554 .129 .129 -.129 .448 Y fkl 5.752 5.115 .286 .564 1.576 .726 1.504 9.78 9.78 9.78 3.943 1.289 1.289 1.289 1.289 3.943 1.289 1.289 1.289 1.289 3.943 1.289 1.289 1.289 1.289 3.943 3.943 3.943 3.943 3.943 3.943 3.943 3.943 3.943 3.943 3.943 3.943 2.613 3.827 5.272 4.059 .967 .967 .967 .967 -.363 .851 2.297 1.083 0 1.102 2.876 1.102 1.102 1.102 2.432 Z fkl .053 .128 .005 .105 0 .1 .005 .112 .112 .112 .032 .005 .005 .005 .005 .032 .005 .005 .005 .005 .032 .005 .005 .005 .005 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .028 .115 .036 .179 .003 .003 .003 .003 -.007 .15 0 .143 0 .164 .328 .164 .164 .164 .287 MX fk ftl MY fk ftl MZ fk ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 51 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1736 1737 1738 1739 1740 1741 1742 1743 1744 1745 1746 1747 1748 1749 1750 1751 1752 1753 1754 1755 1756 1757 1758 1759 1760 1761 1762 1763 1764 1765 1766 1767 1768 1769 1770 1771 1772 1773 1774 1775 1776 1777 1778 1779 1780 1781 1782 1783 1784 1785 1786 1787 1788 1789 1790 1791 Joint Label X rkl 44R 448 .531 104 771 153 749 429 .146 .466 .749 .429 .146 .466 749 .429 146 .466 .479 053 325 10 .18 .835 .835 .835 367 .154 .154 .154 .154 367 154 154 154 .154 .367 154 .154 .154 154 .367 .367 .367 .367 .367 .367 .367 .367 .367 .367 .367 .367 .942 .332 .208 Y1k1 Z rkl MX rk� MY rk� MZ rk ftl 2.432 .287 0 0 0 2.432 .287 0 0 0 1.896 _133 I 0 0 0 2.102 1.834 I 0 0 0 .308 .195 0 0 0 4.306 2.162 0 0 0 3.028 .264 0 0 0 .029 1.212 0 0 0 1.837 .311 0 0 0 4.835 1.786 0 0 0 3.028 .264 0 0 0 .029 1.217_ 0 0 0 1.837 .311 0 0 0 4.835 1.786 0 0 0 3.028 .264 0 0 0 .029 1.217 0 0 0 1.837 .311 0 0 0 4.835 1.786 0 0 0 1.455 .067 0 0 0 2.543 1.9 0 0 0 .132 .13 0 0 0 3.865 2.097 0 0 0 1.543 .23 0 0 0 4.161 .459 0 0 0 4.161 .459 0 0 0 4.161 .459 0 0 0 2.209 .279 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 2.209 .279 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 2.209 .279 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 1.322 .197 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 2.209 .279 0 0 0 3.343 .234 0 0 0 -2.368 -2.576 0 0 0 1.076 .324 0 0 0 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 52 Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Reactions (Continued) 1792 1793 1794 1795 1796 1797 1798 1799 1800 1801 1802 1803 1804 1805 1806 1807 1808 1809 1810 1811 1812 1813 1814 1815 1816 1817 1818 1819 1820 1821 1822 1823 1824 1825 1826 1827 1828 1829 1830 1831 1832 1833 1834 1835 1836 1837 1838 1839 1840 1841 1842 1843 1844 1845 1846 1847 LC 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Joint Label Totals: Barker Support X fk1 Y fk1 Z fk1 .402 6.787 3.134 .116 .992 .148 .116 .992 .148 .116 .992 .148 .116 .992 .148 .69 2.125 .103 .081 -3.586 2.707 .459 .142 .192 .151 5.569 3.002 0 0 0 O 143.1 0 0 274.077 0 O 143.1 0 0 143.1 0 0 143.1 0 0 241.333 0 O 241.333 0 0 241.333 0 31.22 143.1 0 0 143.1 30.8 31.22 143.1 0 0 143.1 30.8 23.415 241.333 0 0 241.333 23.1 23.415 241.333 0 0 241.333 23.1 23.415 241.333 0 0 241.333 23.1 23.415 241.333 0 O 241.333 23.1 23.415 241.333 0 0 241.333 -23.1 23.415 241.333 0 0 241.333 23.1 -31.22 85.86 0 0 85.86 30.8 31.22 85.86 0 0 85.86 30.8 0 200.34 0 0 381.284 0 0 381.284 0 0 381.284 0 0 237.209 0 0 171.72 0 0 171.72 0 0 171.72 0 0 171.72 0 0 237.209 0 0 171.72 0 0 171.72 0 0 171.72 0 0 171.72 0 0 237.209 0 0 171.72 0 O 171.72 0 0 171.72 0 Checked By MX fk -ftl MY fk -ftl MZ fk -ftl 0 0 I 0 O 0 I 0 0 0 I 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 53 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Joint Reactions (Continued) 1848 1849 1850 1851 1852 1853 1854 1855 1856 1857 11858 11859 11860 11861 1862 1863 11864 11865 11866 11867 1868 1869 1870 1871 1872 1873 1874 1875 1876 1877 1878 1879 1880 1881 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 Joint Label COG (ft). X fk1 Y fkl Z fkl 0 171.72 0 0 237.209 0 O 237.209 0 0 237.209 0 0 237.209 0 O 237.209 0 0 237.209 0 0 237.209 0 0 237.209 0 0 237.209 0 0 237.209 0 0 237.209 0 0 237.209 0 -44.6 237.209 0 0 237.209 -44 44.6 237.209 0 0 237.209 44 0 128.79 0 0 128.79 0 0 128.79 0 0 128.79 0 -44.6 128.79 0 0 128.79 -44 44.6 128.79 0 O 128.79 44 NC NC NC X. 19.828 Y. 8.677 Z. 5.65 X. 18.207 Y. 8.831 Z. 5.305 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 18.447 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 5.356 X. 20.356 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 6.726 X.19.3 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 4.573 X. 18.682 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 5.835 X. 18.213 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 4.877 X. 18.682 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 5.835 X. 18.213 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 4.877 X. 18.682 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 5.835 X. 18.213 Y. 8.809 Z. 5.356 X. 18.447 Y. 8.809 Z. 4.877 X. 20.708 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 7.444 X. 18.948 Y. 8.677 Z. 5.65 X. 19.828' Y. 8.677 Z. 3.856 X. 19.828 Y. 8:677 Z. 5.65 X. 17.964 Y. 8.855 Z. 5.253 MX fk ftl MY fk ftl MZ fk ftl RISA -3D Version 8.0.3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 54 Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Reactions (Continued) 1904 1905 1906 1907 1908 1909 1910 1911 1912 1913 1914 1915 1916 1917 1918 1919 1920 1921 1922 1923 1924 1925 1926 1927 1928 1929 1930 1931 1932 1933 1934 1935 1936 1937 1938 1939 1940 1941 1942 1943 1944 Member Section Forces 1 5 6 10 11 15 16 20 21 25 LC 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Joint Label LC Member Label 1 2 3 4 5 M2 M2 M2 M2 M2 Sec 1 5 1 5 1 5 1 5 1 5 X rid Y rk1 Z rkt X. 17.964 Y. 8.855 Z. 5.253 X. 17.964 Y. 8.855 Z. 5.253 X. 18.892 Y. 8.766 Z. 5.45 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 18.892 Y. 8.766 Z. 5.45 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 18.892 Y. 8.766 Z. 5.45 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5:45 X. 18.892 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 5.45 X. 19.346 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 6.378 X. 18.437 Y. 8.766 Z. 5.45 X. 18.892 Y. 8.766 Z. 4.523 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 5.65 X. 20.666 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 7.359 X. 18.99 Y. 8.677 Z. 5.65 X. 19.828 Y. 8.677 Z. 3.941 Axialrkl 0 0 1.102 .785 17.262 16.945 1.102 .785 1.102 .785 Barker Support v Shearrk] 0 0 .005 .005 .052 .052 -.005 .005 .005 .005 z Shear[k] 0 0 .004 -.004 .379 .379 -.004 .004 .004 .004 MX rk -ftl Toraue[k -ft] 0 0 -.001 .001 .021 .021 -.001 .001 .001 .001 Checked By' MY rk -ftl MZ rk -ftl v -v Moment[k.. -z -z Momentrk... 0 0 0 0 .052 .038 .019 .008 .319 .011 3.088 .475 .052 .038 .019 .008 .052 .038 .019 .008 RISA -3D Version 8.0 3 IT Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 55 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 26 30 31 35 36 40 41 45 46 50 51 55 56 60 61 65 66 70 71 75 76 80 81 85 86 90 91 95 96 100 101 105 106 110 111 115 116 120 121 125 126 130 131 135 136 140 141 145 146 150 151 155 156 160 161 165 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5_ Axialf�_ 1.102 .785 13.222 12.905 13.222 12.905 13.222 12.905 .87 .553 1.14 .823 1.335 1.018 1.065 .747 13.048 12.73 13.251 12.933 13.397 13.079 13.194 12.877 13.048 12.73 13.251 12.933 13.397 13.079 13.194 17 877 13.048 12.73 13.251 12.933 13.397 13.079 13.194 12.877 .429 .238 .699 .509 .894 .704 .624 .433 1.543 1.099 27.178 26.798 27.178 26.798 27.178 26.798 v Shearfkl .005 .005 .037 .037 .037 .037 .037 .037 .114 .114 .002 -.002 -.124 .124 .009 .009 .126 .126 .04 .04 .052 .052 .035 .035 .126 .126 .04 .04 .052 .052 .035 .035 .126 .126 .04 .04 -.052 -.052 .035 .035 .116 .116 0 0 .122 .122 .007 .007 -.007 .007 .085 .085 .085 .085 .085 .085 z Shearfkl 004 004 .283 7R3 .283 283 .283 283 .003 003 -.024 .024 .004 004 .017 .017 283 .283 .268 .268 .283 269 298 298 .283 .283 .268 .258 .283 .283 .298 .298 .283 .283 .268 268 .283 .283 .298 .298 .002 .002 -.023 023 .003 .003 .018 .018 .005 .005 .607 .607 .607 .607 .607 .607 Torouefk -ftl .001 .001 .016 .016 .016 .016 .016 .016 0 0 .005 .005 .003 .003 .008 008 .015 .015 .011 .011 .017 .017 .021 .021 .015 .015 -.011 .011 017 .017 .021 .021 -.015 .015 .011 .011 .017 .017 .021 .021 0 0 .006 .006 -.002 .002 .008 .008 -.002 -.002 .033 -.033 .033 .033 .033 .033 v v Momentfk...z z Momentfk... .052 I .038 .019 .008 .226 .018 2.321 .354 .226 .018 2.321 .354 .226 .018 2.321 .354 .043 .039 .014 .984 .06 .023 .156_ .009 .061 .116 .025 1 .044 .054 .194 .026 .233 .04 2.317 1.098 .22 .007 2.189 .367 .22 .076 2.324 .39 .232 .029 2.452 .341 .233 .04 2.317 1.098 -.22 .007 2.189 .367 .22 .076 2.324 .39 .232 .079 2.452 .341 .233 .04 2.317 1.098 .22 .007 2.189 .367 .22 .076 2.324 .39 .232 .029 2.452 3.11 .022 .054 .006 .987 .039 .008 163 .012_ .04 .1 017 .997 .023 .038 .187 .022 .073 .054 .027 .012 .531 .003 4.932 .763 .531 .003 4.932 .763 .531 .003 4.932 .763 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 56 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 166 134 170 I 1171 35 1175 176 36 1180 181 37 185 186 38 190 191 39 195 196 40 200 201 41 205 206 42 210 211 43 215 216 44 220 221 45 225 226 46 230 231 47 235 236 48 240 241 49 245 246 50 250 251 51 255 256 52 260 261 53 265 266 54 270 271 55 275 276 56 280 281 57 285 286 58 290 291 59 295 296 60 300 301 61 305 Member Label M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf kl 9.403 9.022 1.323 .942 1.323 .942 1.323 .942 1.323 .942 9.403 9.022 1.323 .942 1.323 .942 1.323 .942 1.323 .942 9.403 9.022 1.323 .942 1.323 .942 1.323 .942 1.323 .942 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.403 9.022 9.07 8.69 v Shearfkl .022 .022 006 .006 .006 .006 .006 .006 .006 .006 .022 .022 .006 .006 .006 .006 .006 .006 .006 .006 .022 .022 .006 .006 .006 -.006 .006 .006 .006 .006 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .192 .192 z Shearfkl .187 .187 .004 .004 .004 .004 .004 .004 .004 -.004 .187 .187 .004 .004 .004 .004 .004 .004 .004 .004 .187 .187 .004 .004 .004 .004 .004 .004 .004 .004 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 Torauefk ftl v v Momentfk...z z Momentfk.. .012 .012 .002 .002 .002 .002 .002 .002 .002 .002 .012 .012 .002 .002 .002 .002 .002 .002 .002 .002 .012 -.012 .002 .002 .002 .002 .002 .002 .002 .002 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 -.012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .01 -.01 .123 1.557 .063 .023 .063 .023 .063 .023 .063 .023 .123 1.557 .063 .023 .063 .023 .063 .023 .063 .023 .123 1.557 .063 .023 .063 .023 .063 .023 .063 .023 .123 1.557 .123 1.557 .123 1.557 .123 1.557 .123 1.557 .123 1.557 -.123 1.557 .123 1.557 .123 1.557 .123 1.557 .123 1.557 .123 1.557 .136 1.55 .032 .232 .046 .01 .046 .01 .046 .01 .046 .01 .032 .232 .046 .01 .046 .01 .046 .01 .046 .01 .032 .232 .046 .01 .046 .01 .046 .01 .046 .01 .032 .232 032 .232 .032 .232 .032 .232 .032 .232 .032 .232 -.032 .232 .032 .232 .032 .232 .032 .232 .032 .232 .032 .232 .078 -1.649 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 57 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 306 310 311 315 316 320 321 325 326 330 331 335 336 340 341 345 346 350 351 355 356 360 361 365 366 370 371 375 376 380 381 385 386 390 391 395 396 400 401 405 406 410 411 415 416 420 421 425 426 430 431 435 436 440 441 445 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label Sec M2 1 5 M2 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M2 M2 M2 M2 M2 M2 M2 M? M2 M2A M2A M ?A. M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A 1 5 1 5 1 5 1 5 1 5 Axialfkl 9.457 9.076 9.735 9.354 9.349 8.968 .992 .707 .992 .707 .992 .707 .992 .707 66 .374 1.046 .761 1.325 1.039 .938 .653 0 0 3.143 2.825 9.826 9 3.143 2.825 3.143 2.825 3.143 2.825 8.155 7.838 8.155 7.838 8.155 7.838 2.817 2.5 2.31 1.992 3.468 3.151 3.975 3.658 7.911 7.594 7.53 7.213 8.399 8.082 8.78 8.463- v Shearfkl z Shearfkl .027 .027 .148 .148 .017 .017 .005 005 .005 .005 .005 .005 .005 .005 .165 .165 0 0 .174 .174 .01 -.01 0 0 .026 026 .042 .042 .026 .026 .026 .026 .026 .026 .038 038 .038 .038 .038 .038 .1 .1 .014 .014 -.153 153 .038 .038 .056 .056 .029 .029 133 .133 .047 .047 .158 158 .186 .186 .216 216 .003 .003 .003 .003 -.003 .003 .003 .003 003 003 -.032 -.032 004 004 .026 026 0 0 014 -.014 .2 .2 .014 014 014 .014 .014 .014 154 .154 .154 154 .154 154 .043 043 -.226 276 .016 .016 .199 199 176 1 .313 .313 -.132 -.132 006 .006 Toroue k ftl v v Momentfk...z z Momentfk... .002 r .112 -.011 1 .002 1.307 .256 .013 .11 .143 .013 1.565 1.185 .021 .134 .054 .021 1.807 .207 .001 .047 .035 .001 .017 .007 .001 .047 .035 .001 .017 .007 .001 047 .035 .001 .017 .007 .001 .047 .035 001 .017 .007 0 .034 .076 0 .01 1.41 .008 .058 .013 .008 .233 .017 .003 .06 .145 .003 .025 1.425 .011 .036 .056 .011 268 .032 0 0 0 0 0 0 .002 002 032 .032 .002 .002 .002 002_ 002 .002 024 .024 .02.4 -.024 .024 .024 .035 .035 .057 .057 .031 031 .054 .054 .049 .049 .066 .066 0 0 .017 .017 .005 119 .093 1.709 .005 .119 .005 -.119 .005 -.119 .071 1.312 .071 1.312 .071 1.312 .019 .37 .056 1.98 009 .133 .045 1.743 .082 1.5 .109 2.708 .061 1.123 033 .085 .021 .259 0 .382 .021 259 021 .259 .021 .259 005 .351 .005 .351 .005 351 .081 818 079 .159 .039 1.337 .014 .36 .05 -.457 .011 .276 .04 1.159 0 .426 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 58 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 446 450 451 455 456 460 461 465 466 470 471 475 476 480 481 485 486 490 491 495 496 500 501 505 506 510 511 515 516 520 521 525 526 530 531 535 536 540 541 545 546 550 551 555 556 560 561 565 566 570 571 I 575 1 576 1 580 1 581 1 585 LC Member Label 18 M2A 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf kl 7.911 7.594 7.53 7.213 8.399 8.082 8.78 8.463 7.911 7.594 7.53 7.213 8.399 8.082 8.78 8.463 1.56 1.37 1.053 .862 2.211 2.021 2.718 2.528 4.4 3.955 14.465 14.084 14.465 14.084 14.465 14.084 7.113 6.732 3.771 3.39 3.771 3.39 3.771 3.39 3.771 3.39 7.113 6.732 3.771 3.39 3.771 3.39 3.771 3.39 3.771 3.39 7.113 6.732 3.771 3.39 v Shearfkl .056 .056 .029 .029 .133 .133 .047 ,047 .056 .056 .029 .029 .133 .133 .047 .047 .111 .111 .004 .004 .142 .142 .028 .028 .037 .037 .057 .057 .057 -.057 .057 .057 .04 .04 .032 .032 .032 -.032 -.032 .032 .032 .032 .04 -.04 -.032 .032 .032 .032 .032 -.032 .032 -.032 -.04 -.04 -.032 .032 z Shearfkl .176 .176 .313 .313 .132 .132 .006 .006 .176 .176 .313 .313 .132 .132 .006 .006 .038 .038 .221 .221 .021 .021 .204 .204 .019 -.019 .315 .315 .315 .315 .315 .315 .11 .11 .016 .016 .016 .016 .016 .016 .016 .016 .11 .11 .016 .016 .016 .016 .016 .016 .016 .016 .11 .11 .016 .016 Torauefk -ftl v -v Momentfk...z -z Momentfk... .049 .049 .066 .066 0 0 .017 .017 .049 -.049 .066 .066 0 0 .017 .017 .034 .034 .056 .056 .032 .032 .054 .054 .002 .002 .05 .05 .05 .05 .05 .05 .017 .017 .002 .002 .002 .002 .002 .002 .002 .002 .017 .017 .002 .002 .002 .002 .002 .002 .002 .002 .017 .017 .002 .002 .082 1.5 .109 2.708 .061 1.123 .033 .085 .082 1.5 .109 -2.708 .061 1.123 .033 .085 .017 .322 .054 1.933 .011 .18 .047 1.791 .007 .166 .148 2.687 .148 -2.687 .148 -2.687 .05 .938 .006 .142 .006 .142 .006 .142 .006 -.142 .05 .938 .006 .142 .006 .142 .006 .142 .006 .142 .05 .938 .006 .142 .05 .457 .011 .276 .04 1.159 0 .426 .05 .457 .011 .276 .04 1.159 0 .426 .073 .922 .02 .055 .047 1.233 .005 .256 .03 .363 .009 .507 .009 .507 .009 .507 .015 .372 .026 .311 .026 .311 .026 .311 .026 .311 .015 .372 .026 311 .026 .311 .026 .311 .026 .311 .015 .372 .026 .311 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 59 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 586 590 591 595 596 600 601 605 606 610 611 615 616 620 621 625 626 630 631 635 636 640 641 645 646 650 651 655 656 660 661 665 666 670 671 675 676 680 681 685 686 690 691 695 696 700 701 705 706 710 711 715 716 720 721 725 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A M2A. M2A M2A M2A M2A M3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 3.771 3.39 3.771 3.39 3.771 3.39 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 7.113 6.732 6.648 6.267 5.923 5.542 7.578 7.197 8.303 7.922 2.828 2.543 2.828 2.543 2.828 2.543 2.828 2.543 2.364 2.078 1.638 1.353 3.293 3.008 4.018 3.733 0 0 v Shearfkl -.032 -.032 .032 .032 .032 .032 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .141 .141 .023 .023 .22 .22 .057 .057 .024 .024 .024 -.024 .024 .024 -.024 .024 .157 .157 .007 .007 .204 .204 .041 .041 0 0 z Shearfkl .016 .016 .016 .016 .016 .016 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 -.11 .11 -.152 .152 .413 .413 .068 .068 .194 .194 .012 .012 .012 .012 .012 .012 .012 .012 .054 .054 .316 .316 .03 .03 .291 .291 0 0 Torauefk -ftl v -v Momentfk...z -z Momentfk... .002 .002 .002 .002 .002 .002 .017 .017 .017 .017 .017 .017 .017 .017 .017 .017 -.017 .017 .017 .017 .017 .017 .017 .017 .017 .017 .017 .017 .017 .017 .064 .064 .096 .096 .03 .03 .062 .062 .002 .002 .002 .002 -.002 .002 .002 -.002 .049 .049 .081 .081 .046 .046 .078 .078 0 0 .006 .142 .006 .142 .006 .142 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .05 .938 .071 1.296 .122 -3.597 .03 .579 .022 1.722 .005 .107 .005 .107 .005 .107 .005 .107 .025 .465 .077 2.766 .016 .252 .068 2.553 0 0 .026 .311 .026 .311 .026 .311 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .015 .372 .1 1.167 .026 .229 .071 1.911 .004 .516 .019 .233 .019 .233 .019 .233 .019 .233 .105 1.306 .03 .09 .066 1.772 .008 .377 0 0 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 60 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 726 730 731 735 736 740 741 745 746 750 751 755 756 760 761 765 766 770 771 775 776 780 781 785 786 790 791 795 796 800 801 805 806 810 811 815 816 820 821 825 826 830 831 835 836 840 841 845 846 850 851 855 856 860 861 865 LC 2 1 3 4 5 1 6 7 8 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 I 29 Member Label M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl y Shearfkl z Shearfkl 8.19 I .014 I .135 7.872 I .014 II .135 11.488 .012 .076 11.171 I .012 .076 8.19 I .014 .135 7.872 .014 .135 8.19 .014 .135 7.872 .014 .135 8.19 .014 .135 7.872 014 .135 10.663 .012 .09 10.346 .012 .09 10.663 .012 .09 10.346 .012 .09 10.663 .012 .09 10.346 .012 .09 7.768 .097 .128 7.451 .097 .128 5.748 .005 .033 5.431 .005 .033 8.611 I .125 .142 8.294 .125 .142 10.631 .023 .304 10.314 I .023 .304 10.347 .071 .085 10.03 .071 .085 8.832 .006 .036 8.515 .006 .036 10.98 .095 .096 10.662 .095 .096 12.494 .019 .217 12.177 .019 .217 10.347 071 .085 10.03 .071 .085 8.832 .006 .036 8.515 .006 .036 10.98 .095 .096 10.662 .095 .096 12.494 .019 .217 12.177 .019 .217 10.347 .071 .085 10.03 .071 .085 8.832 .006 .036 8.515 .006 .036 10.98 .095 .096 10.662 .095 .096 12.494 .019 .217 12.177 .019 .217 4.492 .102 .074 4.302 .102 .074 2.473 0 .087 2.282 0 .087 5.335 -.119 .088 5.145 .119 .088 7.355 .017 .25 7.165 .017 .25 Torauefk -ftl -y Momentfk.. -z -z Momentfk... .001 I 049 .004 .001 1.169 .122 0 .015 .003 0 .694 .104 .001 .049 .004 .001 1.169 .122 .001 .049 .004 .001 1.169 .122 .001 .049 .004 .001 1.169 .122 0 .001 .004 0 .813 .108 0 .001 .004 0 .813 .108 0 .001 .004 0 .813 .108 0 .044 .019 0 1.111 .852 0 .073 0 0 .224 .045 .003 .003 .055 .027 1.227 1.095 .003 .172 .008 .003 7 .199 .001 .002 .014 .001 .77 .622 .001 .09 0 .001 .232 .05 .002 .005 .021 .002 .856 .838 .001 .093 .006 .001 1.858 .166 .001 002 .014 .001 77 -.622 .001 .09 0 .001 .232 .05 .002 .005 .021 .002 .856 .838 .001 .093 .006 .001 1.858 .166 .001 .002 .014 001 .77 .622 001 .09 0 001 .232 .05 002 .005 .021 002 .856 .838 .001 .093 .006 001 1.858 .166 .001 .024 .021 001 .644 .901 .001 .093 .001 001 .692 .004 :003 .035 .026 .003 .759 1.047 .002 .152 .006 .002 2.094 .15 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 61 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Member Section Forces (Continued) 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 866 870 871 875 876 880 881 885 886 890 891 895 896 900 901 905 906 910 911 915 916 920 921 925 926 930 931 935 936 940 941 945 946 950 951 955 956 960 961 965 966 970 971 975 976 980 981 985 986 990 991 995 996 1000 1001 1005 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5_ Axialfkl v Shearfkl 11.465 .02 11.021 -.02. 15.105 .013 14.724 .013 15.105 .013 14.724 .013 15.105 .013 14.724 .013 11.477 .016 11.096 .016 9.827 .017 9.447 .017 9.827 .017 9.447 .017 9.827 .017 9.447 .017 91 .017 9.447 .017 11,477 .016 11.096 .016 9.827 -.017 9.447 .017 9.827 .017 9.447 .017 9.827 .017 9.447 .017 9.827 .017 9.447 .017 11.477 .016 11.096 .016 9.827 -.017 9.447 .017 9.827 -.017 9.447 .017 9.827 .017 9.447 .017 9.827 .017 9.447 .017 11.477 .016 11.096 .016 11.477 .016 11.096 .016 11.477 .016 11.096 .016 11.477 -.016 11.096 -.016 11.477 .016 11.096 .016 11.477 .016 11.096 .016 11.477 .016 11.096 .016 11.477 .016 11.096 .016 11.477 .016 11.096 -.016 z Shearfkl .19 .19 .067 .067 .067 .067 .067 :067 .133 .133 .162 162 162 .162 162 162 .162 .162 .133 .133 .162 .162 .162 162 .162 .162 .162 .162 .133 .133 .162 .162 .162 162 .162 .162 162 .162 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 .133 Torauefk ftl v v Momentfk...z z Momentfk... .002 .069 I .006 1 002 1.637 .17 0 .043 .004 0 .643 I .117 0 .043 I .004 0 .643 .117 0 .043 .004 0 .643 .117 0 .027 .005 0 1.165 .137 .001 .059 .005 001 1.403 .146 001 .059 .005 .001 1.403 146 001 .059 .005 001 1.403 .146 .001 .059 .005 -.001 1.403 .146 O 027 .005 0 1.165 .137 .001 .059 .005 .001 1.403 .146 001 .059 .005 001 1.403 .146 .001 .059 .005 -.001 1.403 .146 .001 .059 .005 .001 1.403 .146 O .027 .005 0 1.165 .137 .001 .059. .005 -.001 1.403 .146 .001 .059 .005 ,001 1.403 .146 001 .059 .005 001 1.403 .146 .001 .059 .005 .001 1.403 .146 0 .027 .005 0 1.165 .137 0 .027 .005 O 1.165 .137 0 .027 .005 O 1.165 .137 0 .027 -.005 O 1.165 .137 0 .027 .005 0 1.165 .137 0 .0,27 .005 0 1.165 .137 0 .027 .005 0 1.165 .137 0 .027 -.005 0 1.165 .137 O .027 .005 0 1.165 .137 RISA -3D Version 8.0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat,r3d] Page 62 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) I LC 10061 58 10101 10111 59 1015 1016 60 1020 1021 61 1025 1026 62 1030 1031 63 1035 1036 64 1040 1041 65 1045 1046 66 1050 1051 67 1055 1056 68 1060 1061 69 1065 1066 70 1070 1071 71 1075 1076 72 1080 1081 1 1085 1086 2 1090 1091 3 1095 1096 4 1100 1101 5 1105 1106 6 1110 1111 7 1115 1116 8 1120 1121 9 1125 1126 10 1130 1131 11 1135 1136 12 1140 11411 13 11451 Member Label M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 11.477 11.096 11.477 11.096 11.477 11.096 10.874 10.494 7.989 7.608 12.079 11.698 14.964 14.583 7.371 7.085 7.371 7.085 7.371 7.085 7.371 7.085 6.768 6.483 3.883 3.598 7.973 7.687 10.858 10.573 0 0 6.264 5.946 12.993 12.676 6.264 5.946 6.264 5.946 6.264 5.946 11.311 10.993 11.311 10.993 11.311 10.993 6.379 6.062 3.825 3.508 6.148 5.831 8.702 8.385 v Shearfkl .016 .016 .016 .016 .016 .016 .143 .143 .003 .003 .174 .174 .029 .029 .013 .013 .013 .013 .013 .013 .013 .013 .146 .146 0 0 .171 .171 .025 .025 0 0 .02 .02 .029 .029 .02 .02 .02 .02 .02 .02 .026 .026 .026 .026 .026 .026 .132 .132 .012 .012 .092 .092 .028 .028 z Shearfkl .133 .133 .133 .133 .133 .133 .123 .123 .108 .108 .143 .143 .373 .373 .122 .122 .122 .122 .122 .122 .122 .122 .112 .112 .119 .119 .132 .132 .362 .362 0- 0 .159 .159 .013 -.013 .159 .159 .159 .159 .159 .159 .03 .03 .03 .03 .03 .03 .184 .184 .156 .156 .133 .133 .473 .473 1 Torauefk -ftl 0 0 0 0 0 0 .002 .002 .002 .002 .003 .003 .003 .003 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .001 .001 .004 .004 .004 .004 0 0 -.006 .006 .019 .019 .006 .006 .006 .006 .006 .006 .012 .012 .012 .012 .012 .012 .031 .031 .058 .058 .018 .018 .071 .071 v -v Momentfk...z -z Momentfk.. 1 .027 1.165 .027 1.165 .027 1.165 .02 1.083 .148 .825 .035 1.248 .202 3.155 .044 1.052 .044 1.052 .044 1.052 .044 1.052 .037 .97 .13 .938 .052 1.135 .219 3.042 0 0 .046 1.381 .028 .092 .046 1.381 .046 1.381 .046 1.381 .01 .276 .01 .276 .01 .276 .061 1.593 .031 1.371 .031 1.169 .123 4.133 -.005 .137 .005 .137 .005 .137 .028 1.254 0 .027 .038 1.528 -.01 .247 .004 .11 .004 .11 .004 .11 .004 .11 .029 1.282 .002 0 .037 1.501 .009 .219 0 0 .032 -.213 .027 .284 .032 .213 .032 .213 .032 .213 .028 .267 .028 .267 .028 .267 .025 -1.168 .029 .134 .09 .742 .036 .292 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 63 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 11146 14 11150 11151 15 1155 1156 16 1160 1161 17 1165 1166 18 1170 1171 19 1175 1176 20 1180 1181 21 1185 1186 22 1190 1191 23 1195 1196 24 1200 1201 25 1205 1206 26 1210 1211 27 1215 1216 28 1220 1221 29 1225 1226 30 1230 1231 31 1235 1236 32 1240 1241 33 1245 1246 34 1250 1251 35 1255 1256 36 1260 1261 37 1265 1266 38 1270 1271 39 1275, 12761 40 12801 12811 41 12851 Member Label M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 Sec 1 5 1 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 Axialfkl 11.398 11.08 9.482 9.165 11.224 10.907 13.14 12.822 11.398 11.08 9.482. 9.165 11.224 10.907 13.14 12.822 11.398 11.08 9.482 9.165 11.224 10.907 13.14 1,7 822_ 3.874 3.683 1.32 1.129 3.642 3.452 6.196 6.006 8.769 8.325 18.284 17.903 18.284 17.903 18.284 17.903 10.881 10.5 7.516 7.135 7.516 7.135 7.516 7.135 7.516 7.135 10.881 10.5 7.516 7.135 7.516 7.135 v Shearfkl .111 111 .02 .02 .058 .058 .033 .033 .111 .111 .02 .02 .058 .058 .033 .033 .111 .111 .02 .02 .058 .058 .033_ .033 .124 .124 .004 .004 .1 -.1 .02 .02 .028 .028 .038 .038 .038 .038 .038 .038 .028 .028 .024 .024 .024 .024 .024 .024 .024 .024 .028 .028 .024 .024 .024 .024 z Shearfkl .049 .049 .206 .206 .011 .011 .265 .265 .049 .049 .206 .206 .011 .011 .265 .265 .049 .049 .206 .206 .011 .011 .265 .265 .12 .12 .219 .219 .07 .07 .41 .41 .222 .222 .085 .085 .085 .085 .085 .085 .104 .104 .19 .19 .19 .19 .19 .19 .19 .19 .104 .104 .19 .19 .19 .19 Torauefk ftl v v Momentfk...z z Momentfk... .006 .002 .015 1 .006 .435 -.983 .061 .068 .026 .061 1.788 .207 .031 .021 .071 .031 .117 .449 .036 .048 .031 .036 2.34 .326 .006 .002 .015 .006 .435 .983 .061 .068 .026 .061 1.788 .207 .031 .021 .071 .031 .117 .449 .036 .048 .031 .036 2.34 .326 .006 .002 .015 .006 .435 .983 .061 .068 .026 .061 1.788 .207 .031 .021 .071 .031 .117 .449 .036 .048 .031 .036 2.34 -.326 .028 .043 .038 .028 1.041 1.082 .061 .05 .016 .061 1.923 .048 .02 .012 .077 .02 .617 .827 .068 .105 .023 .068 3.581 .207 009 .064 .045 .009 1.914 .298 .033 .064 .03 .033 .7 .37 .033 .064 -.03 .033 .7 .37 .033 .064 .03 .033 7 .37 .005 .018 .036 .005 .921 .291 .008 .055 .039 .008 1.658 .256 .008 .055 .039 .008 1.658 .256 .008 .055 .039 .008 1.658 .256 .008 .055 .039 .008 1.658 -.256 .005 .018 .036 .005 .921 -.291 .008 .055 .039 .008 1.658 .256 .008 .055 .039 .008 1.658 .256 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 64 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 1286 1290 1291 1295 1296 1300 1301 1305 1306 1310 1311 1315 1316 1320 1321 1325 1326 1330 1331 1335 1336 1340 1341 1345 1346 1350 1351 1355 1356 1360 1361 1365 1366 1370 1371 1375 1376 1380 1381 1385 1386 1390 1391 1395 1396 1400 1401 1405 1406 1410 1411 1415 1416 1420 1421 1425 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 7.516 7.135 7.516 7.135 10.881 10.5 7.516 7.135 7.516 7.135 7.516 7.135 7.516 7.135 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 10.881 10.5 11.046 10.666 7.398 7.017 10.716 10.335 14.364 13.984 5.637 5.352 5.637 5.352 5.637 5.352 5.637 5.352 5.802 5.517 v Shearfkl .024 .024 .024 .024 .028 .028 .024 .024 .024 .024 .024 .024 .024 .024 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .189 .189 .016 .016 .132 .132 .04 .04 .018 .018 .018 .018 .018 .018 .018 .018 .179 .179 z Shearfkl .19 .19 .19 .19 .104 .104 .19 .19 .19 .19 .19 .19 .19 .19 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .104 .14 .14 .345 .345 .068 .068 .553 .553 .143 .143 .143 .143 .143 .143 .143 .143 .179 .179 Torauefk -ftl v -v Momentfk...z -z Momentik.. .008 .008 .008 .008 .005 .005 .008 .008 .008 .008 .008 .008 .008 .008 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .03 .03 .097 .097 .039 .039 .087 .087 .006 .006 .006 .006 .006 .006 -.006 .006 .04 .04 .055 1.658 .055 1.658 .018 .921 .055 1.658 .055 1.658 .055 1.658 .055 1.658 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .018 .921 .04 1.223 .092 3.011 .004 .618 .128 4.852 .041 1.243 -.041 1.243 .041 1.243 .041 1.243 .063 1.546- .039 .256 .039 .256 .036 .291 .039 .256 .039 .256 .039 .256 .039 .256 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .036 .291 .045 1.655 .031 .178 .118 1.072 .041 .405 .029 .192 -.029 .192 .029 .192 .029 .192 .052 1.555 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 65 1 t t i t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 1426 70 1430 1431 71 1435 1436 72 1440 1441 1 1445 1446 2 1450 1451 3 1455 1456 4 1460 1461 5 1465 1466 6 1470 1471 7 1475 1476 8 1480 1481 9 1485 1486 10 1490 1491 11 1495 1496 12 1500 1501 13 1505 1506 14 1510 1511 15 1515 1516 16 1520 1521 17 1525 1526 18 1530 1531 19 1535 1536 20 1540 1541 21 1545 1546 22 1550 1551 23 15551 15561 24 15601 15611 25 1SRSI Member Label M4 M4 M4 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf kl 2.154 1.868 5.472 5.186 9.121 8.835 0 0 3.248 2.93 14.415 14.098 3.248 2.93 3.248 2.93 3.248 2.93 11.623 11.306 11.623 11.306 11.623 11.306 4.3 3.983 2.893 2.576 2.195 1.877 3.602 3.285 12.413 12.096 11.358 11.04 10.834 10.516 11.889 11.572 12.413 12.096 11.358 11.04 10.834 10.516 11.889 11.572 17 12.096 11.358 11.04 10.834 10.516 11.889 11.572 v Shearfkl .006 .006 .143 .143 .03 .03 0 0 .03 .03 .021 .021 .03 .03 .03 .03 .03 .03 .008 .008 .008 .008 .008 .008 .145 .145 .013 .013 .084 .084 .047 .047 .078 .078 .021 .021 -.094 .094 .005 .005 .078 .078 .021 .021 .094 .094 .005 .005 .078 .078 -.021 .021 .094 .094 .005 0ns z Shearfkl Torauefk -ft1 v -v Momentfk...z -z Momentfk_.. 306 I .087 .306 .107 .107 .592 .592 0 0 .04 .04 .302 .302 .04 .04 .04 .04 .04 .04 .237 .237 .237 .237 .237 .237 .056 .056 .015 .015 .025 .075 .096 .096 .249 .249 .195 .195 .225 .225 .278 .278 .249 .249 .195 .195 .225 .225 .278 .278 .249 .249 .195 .195 .225 .225 .278 .278 .087 .029 .029 .098 .098 0 0 006 .006 .009 .009 006 .006 006 006 .006 006 .005 .005 005 .005 .005 .005 033 .033 .002 .002 02 .02 .015 .015 014 .014 .012 .012 .025 .025 .001 .001 014 .014 .012 .012 .025 .025 .001 001 .014 .014 .012 .012 .025 .025 .001 .001 .069 -2.688 .02 .941 152 5.174 0 0 .023 .386 .233 2.486 .023 .386 .023 .386 .023 .386 .169 1.961 .169 1.961 _169 1.961 .017 .522 .057 .08 .029 .251 .012 .853 .174 2.063 .143 1.612 .165 1.86 .195 2.311 174 2.063 .143 1.612 .165 1.86 .195 2.311 .174 2.063 .143 1.612 .165 1 8F .195 2.311 .024 .078 .111 1.172 .034 .305 0 0 .064 .209 03 .216 064 .209 .064 .209 .064 .209 .038 11 .038 .11 .038 .11 .137 1.17 .031 088 009 .751 097 .33 093 .611 .014 .201 .016 .83 .063 019 .093 -.611 .014 201 016 83 .063 .019 .093 .611 .014 .201 .016 .83 .063 .019 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 66 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 1566 1570 1571 1575 1576 1580 1581 1585 1586 1590 1591 1595 1596 1600 1601 1605 1606 1610 1611 1615 1616 1620 1621 1625 1626 1630 1631 1635 1636 1640 1641 1645 1646 1650 1651 1655 1656 1660 1661 1665 1666 1670 1671 1675 1676 1680 1681 1685 1686 1690 1691 1695 1696 1700 1701 1705 LC 26 I, 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M5 I 1 I 5 M5 I 1 5 Axialfkl 3.001 2.811 1.594 1.404 .896 .705 2.303 2.113 4.547 4.102 21.766 21.385 21.766 21.385 21.766 21.385 9.481 9.1 3.897 3.516 3.897 3.516 3.897 3.516 3.897 3.516 9.481 9.1 3.897 3.516 3.897 3.516 3.897 3.516 3.897 3.516 9.481 9.1 3.897 3.516 3.897 3:516 3.897 3.516 3.897 3.516 9.481 9.1 9.481 9.1 9.481 9.1 9.481 9.1 9.481 9.1 v Shearfkl .133 .133 .001 .001 .097 .097 .035 .035 .043 .043 .045 .045 .045 .045 .045 .045 .011 .011 .036 .036 .036 .036 .036 .036 .036 .036 .011 .011 .036 .036 .036 .036 .036 .036 .036 .036 .011 .011 .036 .036 .036 .036 .036 .036 .036 .036 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 z Shearfkl .04 1 .04 I .031 .031 .009 .009 .08 .08 .057 .057 .467 .467 .467 .467 .467 .467 .179 .179 .049 .049 .049 .049 .049 .049 .049 .049 .179 .179 .049 .049 .049 .049 .049 .049 .049 .049 .179 .179 .049 .049 .049 .049 .049 .049 .049 .049 .179 .179 .179 .179 .179 .179 .179 .179 .179 .179 Torauefk -ftl v -v Momentfk...z -z Momentfk... .03 .03 .005 .005 .022 .022 .013 .013 .009 .009 .017 .017 .017 .017 .017 .017 0 0 .008 .008 .008 .008 .008 .008 .008 .008 0 0 .008 .008 .008 .008 .008 .008 .008 .008 0 0 .008 .008 .008 .008 .008 .008 .008 .008 0 0 0 0 0 0 0 0 0 0 .008 .367 .048 .234 .02 .096 .021 .698 .032 .541 .382 3.824 .382 3.824 .382 3.824 .101 1.514 .027 .464 .027 .464 .027 .464 .027 .464 .101 1.514 .027 .464 .027 .464 .027 .464 .027 .464 .101 1.514 .027 .464 .027 .464 .027 .464 .027 .464 .101 1.514 .101 1.514 .101 1.514 -.101 1.514 -.101 1.514 .111 1.086 .006 .005 .034 .835 .072 .246 .09 .293 .022 .43 .022 .43 .022 .43 .06 .038 .077 .251 .077 .251 .077 .251 .077 .251 .06 .038 .077 .251 .077 .251 .077 .251 .077 .251 .06 .038 .077 .251 .077 .251 .077 .251 .077 .251 .06 .038 .06 -.038 .06 .038 .06 -.038 .06 .038 RISA -3D Version 8.0 3 [T CaIcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 67 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 1706 1710 1711 1715 1716 1720 1721 1725 1726 1730 1731 1735 1736 1740 1741 1745 1746 1750 1751 1755 1756 1760 1761 1765 1766 1770 1771 1775 1776 1780 1781 1785 1786 1790 1791 1795 1796 1800 1801 1805 1806 1810 1811 1815 1816 1820 1821 11825 11826 1830 1831 11835 11836 11840 11841 11845 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M5 M6 M6 M6 M6 M6 M6 M6 M6 M6 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 9.481 9.1 9.481 9.1 9.481 9.1 9.481 9.1 9.481 9.1 9.481 91 9.481 9.1 10.985 10.604 8.975 8.594 7.977 7.596 9.987 9.606 2.923 2.637 2.923 2.637 2.923 2.637 2.923 2.637 4.427 4.141 2.417 2.131 1.419 1.133 3.429 3.143 0 0 .004 .004 .047 .047 .004 .004 .004 .004 .004 .004 .034 .034 .034 .034 .034 -.034 v Shearfkl z Shearfkl .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .175 .175 .014 .014 .153 .153 .035 .035 .027 .027 .027 .027 .027 .027 .027 .027 191 .191 .003 .003 .137 .137 .052 .052 0 0 .047 .357 .436 1.956 .047 .357 .047 .357 .047 .357 .316 1.556 .316 1.556 .316 1.556 .179 .179 .179 .179 .179 179 .179 .179 .179 .179 .179 .179 .179 .179 .202 .202 .1 .1 .157 .157 .259 .259 .036 .036 .036 .036 .036 .036 .036 .036 .059 .059 .043 .043 .014 .014 .116 .116 0 0 0 0 .037 .037 0 0 0 0 0 0 .028 .028 .028 .028 .028 .028 Torauefk -ftl y -v Momentfk.. -0 0 0 0 0 0 0 0 0 0 0 0 0 0 .037 .037 .012 .012 .037 .037 .012 .012 .006 .006 .006 .006 .006 .006 .006 .006 .043 .043 .007 .007 .032 .032 .018 .018 0 0 .005 .005 .241 .211 005 .005 .005 .005 .005 .005 .182 .182 .182 .182 .182 .182 .101 1.514 .101 1.514 .101 1.514 .101 1.514 .101 1.514 .101 1.514 .101 1.514 .109 1.707 .051 .848 .092 1.32 .15 2.18 .02 .348 .02 .348 .02 .348 .02 .348 .012 .542 .07 .318 .029 .154 .029 1.014 0 0 0 0 .11 .049 0 0 0 0 0 0 .082 .037 .0R2 .037 .082 .037 z z Momentfk .06 1 .038 .06 .038 .06 .038 .06 .038 .06 .038 .06 .038 .06 .038 .164 1.411 .013 .134 .044 1.334 .107 .211 .058 .188 .058 .188 .058 .188 .058 .188 .162 1.561 .011 .016 .046 1.184 .105 .361 0 0 .007 .559 .493 3.812 .007 .559 .007 .559 .007 .559 .368 2.999 .368 2.999 .368 2.999 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 68 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 1846 1850 1851 1855 1856 1860 1861 1865 1866 1870 1871 1875 1876 1880 1881 1885 1886 1890 1891 1895 1896 1900 1901 1905 1906 1910 1911 1915 1916 1920 1921 1925 1926 1930 1931 1935 1936 1940 1941 1945 1946 1950 1951 1955 1956 1960 1961 1965 1966 1970 1971 1975 1976 1980 1981 1985 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 See Axialfkl v Shearfkl z Shearfkl__ 1 5.303 .19 .179 5 5.303 .594 .179 1 .039 .077 .424 5 .039 .327 .424 1 -5.295 .284 .179 5 5.295 .12 .179 1 .048 .017 .424 5 .048 .387 .424 1 3.94 .493 .106 5 3.94 1.734 .106 1 .067 .293 .29 5 .067 1.534 .29 1 -4.009 .138 .162 5 -4.009 1.379 .162 1 .002 .338 .346 5 .002 1.579 .346 1 3.94 .493 .106 5 3.94 1.734 .106 1 .067 .293 .29 5 .067 1.534 .29 1 -4.009 .138 .162 5 -4.009 1.379 .162 1 .002 .338 .346 5 .002 1.579 .346 1 3.94 .493 .106 5 3.94 1.734 .106 1 .067 .293 .29 5 .067 1.534 .29 1 -4.009 .138 .162 5 -4.009 1.379 .162 1 .002 .338 .346 5 .002 1.579 .346 1 5.301 .209 .179 5 5.301 .451 .179 1 .041 .058 .424 5 .041 .185 .424 1 5.296 .265 .179 5 5.296 .023 .179 1 .046 .001 .424 5 .046 .244 .424 1 .006 .066 0 5 .006 .5 0 1 .077 .717 .06 5 .077 2.987 .06 1 .077 .717 .06 5 .077 -2.987 .06 1 .077 .717 .06 5 .077 2.987 .06 1 .021 .185 .019 5 .021 1.228 .019 1 .005 .056 0 5 .005 .429 0 1 .005 .056 0 5 .005 .429 0 1 .005 .056 0 5 .005 .429 0 Torauefk ftl v v Moment I.f z z Momentfk... .001 .596 .999 1 .001 .166 .56 .048 1.545 .011 .048 .257 .414 .01 .595 1.013 .01 .165 .558 .059 1.545 .026 .059 .257 .703 .179 .364 1.122 .179 .088 2.999 .142 1.077 .382 .142 .156 2.89 .185 .529 .386 .185 .161 2.998 .222 1.241 .354 .222 .229 3.107 .179 .364 112 .179 .088 2.999 .142 1.077 .382 .142 .156 2.89 .185 .529 .386 .185 .161 2.998 .222 1.241 .354 .222 .229 3.107 .179 .364 1.122 .179 .088 2.999 .142 1.077 .382 .142 .156 2.89 .185 .529 .386 .185 .161 2.998 .222 1.241 .354 .222 .229 3.107 .001 .596 1.002 .001 .166 .336 .05 1.545 .014 .05 .257 .191 .008 .595 1.01 .008 .165 .335 .056 1.545 .023 .056 .257 .48 .008 0 .01 .008 0 .782 .383 -.175 .792 .383 .078 5.875 .383 .175 .792 .383 .078 5.875 .383 .175 .792 .383 .078 5.875 .124 .055 .241 .124 .024 2.297 .007 0 .009 .007 0 .671 .007 0 .009 .007 0 .671 .007 0 .009 .007 0 .671 RISA 3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 69 1 1 1 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 1986 1990 1991 1995 1996 2000 2001 2005 2006 2010 2011 2015 2016 2020 2021 2025 2026 2030 2031 2035 2036 2040 2041 2045 2046 2050 2051 2055 2056 2060 2061 2065 2066 2070 2071 2075 2076 2080 2081 2085 2086 2090 2091 2095 2096 2100 2101 2105 2106 2110 2111 2115 2116 2120 2121 2125 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M6 M6 M6 M6 M6 M6 MB M6 M6 M6 M6 MB M6 M6 M6 M6 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M6 1 5 M6 1 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl .005 .005 021 .021 .005 .005 .005 .005 .005 .005 .005 .005 .021 021 .005 .005 .005 .005 .005 .005 .005 .005 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 .021 7.549 7.549 .083 -.083 7.591 7.591 .041 .041 .004 .004 v Shearrkl z Shearfkl Torauefk ftl .056 0 .007 .429 0 .007 .185 .019 .124 1.228 .019 .124 .056 0 .007 .429 0 .007 .056 0 .007 .429 0 .007 .056 0 .007 .429 0 .007 .056 0 .007 .429 0 .007 .185 .019 .124 1.228 .019 .124 .056 0 .007 .429 0 .007 .056 0 .007 .429 0 007 .056 0 .007 .429 0 .007 .056 0 .007 .429 0 .007 .185 .019 .124 1.228 .019 .171 -.185 .019 124 1.228 .019 .124 .185 .019 .124 1.228 .019 .124 .185 .019 .124 1.228 .019 .124 .185 .019 .124 1 .019 .124 .185 .019 .124 1.228 .019 .124 .185 .019 .124 1.228 .019 .124 .185 .019 .124 1.228 .019 .124 .185 .019 .124 1.228 .019 .124 .185 .019 .124 1.228 .019 .124 -.185 .019 .124 -1.228 .019 .124 .185 .019 .124 1.228 .019 .124 .524 .737 .118 1.566 .237 .118 .143 .587 .048 1,186 .587 .048 .153 .274 .13 I .89 .274 .13 .228 .624 .2 1.27 .624 .2 .042 0 .005 .321 0 .005 v -v Momentfk...z -z Momentfk... 0 I .009 I 0 I .671 .055 I .241 .024 II 2.297 0 I ..009 O .671 O .009 0 I .671 O I .009 0 .671 0 .009 O .671 .055 .241 .024 2.297 0 .009 0 .671 O .009 0 .671 0 .009 0 .671 0 .009 0 .671 .055 .241 .024 2.297 .055 .241 .024 2.297 .055 .241 .024 2.297 055 .241 .024 2.297 .055 .241 .024 2.297 055 .241 .024 2.297 .055 .241 .024 2.297 .055 .241 .024 2.297 .055 .241 .024 2.297 .055 .241 .024 2.297 .055 .241 .024 2.297 .055 .241 .024 2.297 .796 1.678 .212_ 2.298 2.152 .268 343 2.091 .905 1.196 .261 2.296 -2.262 .215 .392 2.503 0 .007 0 .503 RISA 3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 70 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 2126 2130 2131 2135 2136 2140 2141 2145 2146 2150 2151 2155 2156 2160 2161 2165 2166 2170 2171 2175 2176 2180 2181 2185 2186 2190 2191 2195 2196 2200 2201 2205 2206 2210 2211 2215 2216 2220 2221 2225 2226 2230 2231 2235 2236 2240 2241 2245 2246 2250 2251 2255 2256 2260 2261 2265 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Member Label Sec M6 M6 M6 M6 M6 M6 M6 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 1 5 Axialfkl .004 .004 .004 .004 .004 .004 7.574 7.574 .058 .058 7.566 7.566 .066 .066 0 0 0 0 .054 .054 0 0 0 0 0 0 .04 .04 .04 .04 .04 .04 .484 .484 .857 .857 .482 .482 .858 .858 .403 .403 .602 .602 .322 .322 .683 .683 .403 .403 .602 .602 .322 -.322 .683 .683 v Shearfkl .042 .321 .042 .321 .042 .321 .296 .66 .085 .279 .381 .017 0 .364 0 0 .222 .587 1.07 1.969 .222 .587 .222 .587 .222 .587 .858 1.623 .858 1.623 .858 -1.623 .111 .697 .279 .529 .332 .476 .164 .644 .775 1.707 .901 1.581 .941 1.54 .815 1.666 .775 1.707 .901 1.581 .941 1.54 .815 1.666 z Shearfkl 0 0 0 0 0 0 .256 .256 .606 .606 .256 .256 .606 .606 0 0 .006 .006 .028 .028 .006 .006 .006 .006 .006 .006 .023 .023 .023 .023 .023 .023 .144 .144 .295 .295 .132 .132 .306 .306 .126 .126 .203 .203 .081 .081 .248 .248 .126 .126 .203 .203 .081 .081 .248 .248 Torauefk ftl v v Momentfk...z z Momentfk... .005 .005 .005 .005 .005 .005 .001 .001 .071 .071 .011 .011 .081 .081 0 0 .017 .017 .034 .034 .017 .017 .017 .017 -.017 .017 .03 .03 .03 .03 .03 .03 .018 .018 .011 .011 .017 .017 .024 .024 .03 .03 .025 .025 .03 .03 .034 .034 .03 .03 .025 .025 .03 .03 .034 .034 0 0 0 0 0 0 .851 .237 2.207 .367 .851 .236 2.207 .367 0 0 .026 .023 .126 .115 .026 .023 .026 .023 .026 .023 .101 .092 .101 .092 .101 .092 .65 .572 1.285 1.221 .598 .526 1.336 1.267 .569 .504 .882 .841 .367 .32 1.083 1.025 .569 .504 .882 .841 .367 .32 1.083 1.025 .007 .503 .007 .503 .007 .503 1.43 .504 .02 .297 1.444 .502 .033 .709 0 0 .438 1.113 .101 3.92 .438 1.113 .438 1.113 .438 1.113 .034 3.218 .034 3.218 .034 3.218 .754 1.738 .13 .935 .122 .487 .747 1.29 .271 3.687 .198 3.085 .203 2.749 .266 3.352 .271 3.687 .198 3.085 .203 2.749 .266 3.352 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 71 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 12266 2270 2271 2275 2276 2280 2281 2285 2286 2290 2291 2295 2296 2300 2301 2305 2306 2310 2311 2315 2316 2320 2321 2325 2326 2330 2331 2335 2336 2340 2341 2345 2346 2350 2351 2355 2356 2360 2361 2365 2366 2370 2371 2375 2376 2380 2381 2385 2386 2390 2391 2395 2396 2400 2401 2405 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .403 .403 .602 -.602 .322 .322 .683 .683 .483 .483 .857 .857 .482 .482 .858 .858 .001 .001 .086 .086 .086 .086 .086 .086 .027 .027 0 0 0 0 0 0 0 0 .027 .027 0 0 0 0 0 0 0 0 .027 .027 0 0 0 0 0 0 0 0 .027 .027 v Shearfkl z Shearfkl Torauefk ftl v y Momentfk...z z Momentfk... .775 1 .126 .03 .569 I .271 1.707 I .126 .03 .504 I 3.687 .901 .203 .025 .882 .198 -1.581 .203 .025 .841 I 3.085 .941 .081 .03 .367 I .203 1.54 .081 .03 .32 2.749 .815 .2.48 .034 1.083 .266 1.666 .248 .034 1.025 3.352 .022 .141 .011 .639 .579 .463 .141 011 .563 1.293 .19 .297 .004 1.295 .046 .295 .297 .004 1.231 .49 .244 .135 .01 .608 .053 .241 .135 .01 .535 .042 .076 .304 .017 1.326 .572 .409 .304 .017 1.258 .845 .31 .008 .024 .036 .614 .821 .008 .024 .032 1.558 1.624 .043 .047 .191 .337 2.916 .043 .047 .175 5.828 1.624 .043 .047 .191 .337 -2.916 .043 .047 .175 5.828 1.624 .043 -.047 .191 .337 2.916 .043 .047 .175 5.828 .69 .018 .029 .081 .256 1.395 .018 .029 .074 2.739 .266 .007 .021 .031 .526 -.704 .007 .021 .028 1.335 .266 .007 .021 .031 .526 .704 .007 .021 .028 1.335 .266 .007 .021 .031 .526 .704 .007 .021 .028 1.335 .266 -.007 .021 .031 .526 .704 .007 .021 -.028 1.335 .69 .018 .029 .081 .256 1.395 .018 .029 .074 2.739 .266 .007 .021 .031 .526 .704 .007 .021 -.028 1.335 .266 .007 .021 .031 .526 .704 .007 .021 .028 1.335 .266 .007 -.021 .031 .526 .704 .007 021 .028 1.335 .266 .007 .021 .031 .526 .704 -.007 .021 .028 1.335 .69 -.018 .029 :081 .2 1.395 -.018 .029 .074 2.739 .266 .007 .021 .031 .526 -.704 .007 .021 .028 1.335 .266 .007 .021 .031 .526 .704 .007 .021 .028 1.335 .266 .007 .021 .031 .526 .704 .007 .021 .028 1.335 .266 .007 .021 .031 .526 -.704 .007 .021 .028 1.335 .69 .018 .029 .081 .2FA 1.395 .0.18 -.029 .074 2.739 RISA -3D Version -8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 72 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 2406 50 2410 2411 51 2415 2416 52 2420 2421 53 2425 2426 54 2430 2431 55 2435 2436 56 2440 2441 57 2445 2446 58 2450 2451 59 2455 2456 60 2460 2461 61 2465 2466 62 2470 2471 63 2475 2476 64 2480 2481 65 2485 2486 66 2490 2491 67 2495 2496 68 2500 2501 69 2505 2506 70 2510 2511 71 2515 2516 72 2520 2521 1 2525 2526 2 2530 2531 3 2535 2536 4 2540 2541 5 2545 Member Label M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M8 M8 M8 M8 M8 Sec Axialfkl 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .027 5 .027 1 .717 5 .717 1 1.197 5 1.197 1 .662 5 .662 1 1.252 5 1.252 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 .69 5 .69 1 1.224 5 1.224 1 .689 5 .689 1 1.225 5 1.225 1 0 5 0 1 .056 5 .056 1 .094 5 .094 1 .056 5 .056 1 .056 5 .056 v Shearfkl .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .69 1.395 .532 1.553 .772 1.313 .849 1.237 .609 1.477 .199 .528 .199 .528 .199 .528 .199 .528 .041 .686 .281 .446 .358 .37 .118 .61 0 0 .4 .408 1.76 1.28 .4 .408 .4 408-_ z Shearfkl .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .215 .215 .411 .411 .179 .179 .448 .448 .005 .005 .005 .005 .005 .005 .005 .005 .202 .202 .424 .424 .192 .192 .435 .435 0 0 .005 .005 .005 .005 .005 .005 .005 .005 Torauefk ftl v v Momentfk...z z Momentfk... -.029 .029 .029 .029 .029 .029 .029 .029 .029 .029 .029 .029 .029 .029 .029 -.029 .029 .029 .029 .029 .029 .029 .029 .029 .02 .02 .029 .029 .038 -.038 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 .007 .007 .016 .016 .025 .025 0 0 .003 .003 .011 .011 .003 .003 .003 .003 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .081 .074 .972 .858 1.791 1.704 .81 .71 1.953 1.851 .023 .021 .023 .021 .023 .021 .023 .021 .914 .805 1.849 1.757 .868 .763 1.895 1.798 0 0 .019 .02 .027 .016 .019 .02 .019 .02 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .256 2.739 .708 3.632 .185 2.485 .195 1.846 .698 2.993 .395 1.001 .395 1.001 .395 1.001 .395 1.001 .846 1.895 .047 .748 .057 .108 -.836 1.255 0 0 .067 .035 2.796 .758 .067 .035 .067 .035 RISA -3D Version 8 b 3 [T• X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 73 1 1 t 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 2546 2550 2551 2555 2556 2560 2561 2565 2566 2570 2571 2575 2576 2580 2581 2585 2586 2590 2591 2595 2596 2600 2601 2605 2606 2610 2611 2615 2616 2620 2621 2625 2626 2630 2631 2635 2636 2640 2641 2645 2646 2650 2651 2655 2656 2660 2661 2665 2666 2670 2671 2675 2676 2680 2681 2685 LC Member Label 6 1 M8 7 II M8 8 M8 9 M8 10 M8 11 M8 12 M8 13 M8 14 M8 15 MR 16 M8 17 M8 18 M8 19 MR 20 M8 21 M8 22 M8 23 M8 24 M8 25 M8 26 M8 27 MR 28 MR 29 M8 30 M8 31 M8 32 M8 33 MR Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .056 .056 .085 .085 .085 .085 .085 .085 2.66 2.66 2.487 2.487 2.548 2.548 2.375 2.375 2.038 2.038 1.908 1.908 -1.868 1.868 1.738 1.738 2.038 2.038 1.908 1.908 1.868 1.868 1.738 1.738 2.038 2.038 1.908 1.908 1.868 -1.868 1.738 1.738 2.638 2.638 2.464 2.464 -2.57 -2.57 2.397 2.397 .079 .079 .129 .129 .129 .129 .129 .129 4 .408 1.42 1.062 1.42 1.062 1.42 1.062 .239 .569 .374 .434 .562 .246 .426 .382 1.299 1.183 1.4 1.081 1.541 .941 1.439 1.042 1.299 -1.183 1.4 1.081 1.541 .941 1.439 -1.042 1.299 1.183 1.4 1.081 1.541 .941 1.439 1.042 .079 .406 .214 .271 .402 .083 .266 .219 .56 .571 2.655 1.885 2.655 1.885 2.655 1.885 005 .005 .003 .003 .003 .003 .003 003 165 .165 .561 561 156 156 552 .552 .118 118 .415 .415 .123 .123 .42 .42 118 .118 .415 .415 123 .123 .42 .42 .118 .118 .415 .415 .123 .123 .42 .42 164 164 .559 .559 158 .158 .554 .554 .006 006 .01 .01 .01 .01 .01 .01 Torauefk ftl 003 .003 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 0 0 0 0 .005 .005 .005 .005 .01 .01 .01 .01 .005 .005 .005 .005 .01 .01 .01 .01 .005 .005 .005 .005 .01 .01 .01 .01 .005 005 .005 .005 .002 .002 .002 .002 .004 004 .018 .018 .018 .018 .018 .018 v v Momentfk...z z Momentfk... .019 .067 .02 .035 .015 2.08 .007 .56 .015 2.08 .007 .56 .015 2.08 .007 .56 .713 .754 .693 .651 2.319 .061 2.451 .315 .675 .621 .653 .721 2.281 .194 2.411 .384 .505 1.565 .498 1.074 1.709 2.176 1.816 .822 .536 2.596 .512 .045 1.74 1.985 1.83 .297 .505 1.565 .498 1.074 1.709 2.176 1.816 .822 536 2.596 .512 .045 1.74 1.985 1.83 .297 505 1.565 .498 1.074 1.709 2.176 1.816 .822 .536 2.596 .512 .045 1.74 1.985 1.83 .297 .705 -.728 .685 .665 2.311 .087 -2.443 .329 .682 .647 .661 .707 2.288 .168 2.419 .371 .027 .093 .028 .049 .051 4.501 .033 1.226 .051 4.501 .033 1.226 .051 4.501 .033 1.226 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 74 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section LC Member Label 34 M8 2686 2690 2691 2695 2696 2700 2701 2705 2706 2710 2711 2715 2716 2720 2721 2725 2726 2730 2731 2735 2736 2740 2741 2745 2746 2750 2751 2755 2756 2760 2761 2765 2766 2770 12771 12775 2776 2780 2781 2785 2786 2790 2791 2795 2796 2800 2801 2805 2806 2810 2811 2815 2816 2820 2821 2825 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Forces (Continued) M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 Sec I 1 1 5 M8 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl .087 I 1.16 .087 I .925 .067 .48 .067 .489 .067 .48 .067 .489 .067 .48 .067 .489 .067 .48 .067 .489 .087 1.16 .087 .925 .067 .48 .067 .489 .067 .48 .067 .489 .067 .48 .067 .489 .067 .48 .067 .489 .087 1.16 .087 .925 .067 .48 .067 .489 .067 .48 .067 .489 .067 .48 .067 .489 .067 .48 .067 .489 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 .087 1.16 .087 .925 3.806 .929 3.806 1.156 z Shearfkl 0 0 .006 .006 .006 .006 .006 .006 .006 .006 0 0 .006 .006 .006 .006 .006 .006 .006 .006 0 0 .006 .006 .006 .006 .006 .006 .006 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .23 .23 Torauefk -ftl v -v Momentfk...z -z Momentfk... 003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .004 004 .004 .004 .004 .004 .004 .004 .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .002 -.002 0 .006 .023 .024 .023 .024 .023 .024 .023 .024 0 .006 .023 .024 .023 .024 .023 .024 .023 .024 0 .006 .023 .024 .023 .024 .023 .024 .023 .024 0 .006 0 .006 0 .006 0 -.006 0 .006 0 .006 0 .006 0 .006 0 .006 0 .006 0 .006 0 .006 .991 .968 1.351 .354 .08 .042 .08 .042 .08 .042 .08 042 1.351 .354 .08 .042 .08 .042 .08 042 .08 .042 1.351 .354 .08 .042 .08 -.042 .08 .042 08 .042 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 1.351 .354 .369 1.335 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 75 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 2826 2830 2831 2835 2836 2840 2841 2845 2846 2850 2851 2855 2856 2860 2861 2865 2866 2870 2871 2875 2876 2880 2881 2885 2886 2890 2891 2895 2896 2900 2901 2905 2906 2910 2911 2915 2916 2920 2921 2925 2926 2930 2931 2935 2936 2940 2941 2945 2946 2950 2951 2955 2956 2960 2961 2965 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M8 M8 M8 M8 M8 MR MR MR MR M8 MR M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl 3.559 3.559 -3.633 3.633 -3.386 3.386 .051 .051 .051 .051 .051 .051 .051 .051 3.77 3.77 3.523 3.523 3.669 3.669 -3.422 3.422 0 0 .052 .052 .041 .041 .052 .052 .052 .052 .052 .052 .044 .044 .044 .044 .044 .044 4.852 4.852 3.048 3.048 -4.747 -4.747 -2.944 -2.944 3.644 3.644 2.291 2.291 -3.556 -3.556 -2.203 2.203 v Shearfkl 1.123 .963 1.391 .695 1.197 .888 .36 .367 .36 .367 .36 .367 36 .367 129 .598 _323 .404 .591 .136 .398 .33 0 0 .002 .406 .28 1.8 .002 .406 .002 .406 002 .406 211 1.451 .211 1.451 .211 1.451 .242 .646 .132 .272 .239 .165 .135 .539 -.391 -1.632 .11 1.351 .03 -1.271 .311 1.552 z Shearfkl .796 .796 .229 .229 .794 .794 .004 .004 .004 .004 .004 .004 .004 -.004 .234 231 .799 .799 .226 .226 .791 .791 0 0 .003 .003 .012 .012 .003 .003 .003 .003 .003 .003 .009 .009 .009 .009 .009 .009 .179 .179 .542 .542 .184 .184 .537 .537 .145 .145 .396 .396 .128 .128 .413 -.413 Torauefk ftl v v Momentfk..z z Momentfk... -.002 3.285 1.534 1 .002 -3.479 .854 .008 .991 2.334 .008 .956 .626 .008 3.285 1.169 .008 3.467 .145 .003 .017 .06 .003 .018 .031 .051 .017 .06 .003 .018 .031 .003 .017 .06 .003 .018 .031 .003 .017 .06 .003 .018 .031 .008 1.008 1.042 .008 .98 .949 .008 3.302 .122 .008 -3.491 .468 .002 .974 .922 .002 .944 1.011 .002 -3.268 -.242 .002 3.455 .531 0 0 0 0 0 0 .08 .007 .399 .08 .003 1.158 .064 .029 .007 .064 .024 3.634 .08 .007 .399 .08 .003 1.158 .08 .007 .399 .08 .003 1.158 .08 007 .399 .08 .003 1.158 .028 .02 .094 .028 .017 3.015 .028 .02 .094 -.028 .017 3.015 .028 .02 .094 .028 .017 3.015 .09 715 .356 .09 046 1.426 .014 2.335 .569 .014 .031 .761 .07 .73 1.153 .07 .053 .89 .146 2.32 .228 .146 .038 1.555 -.021 .561 -.471 -.021 .054 3.216 .078 1.726 .222 .078 .043 2.717 -.036 .522 .66 -.036 .02 2.814 .021 1.765 .033 .021 .009 3.313 RISA -3D Version 8.0 3 [T X. X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 76 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 2966 18 2970 2971 19 2975 2976 20 2980 2981 21 2985 2986 22 2990 2991 23 2995 2996 24 3000 3001 25 3005 3006 26 3010 3011 27 3015 3016 28 3020 3021 29 3025 3026 30 3030 3031 31 3035 3036 32 3040 3041 33 3045 3046 34 3050 3051 35 3055 3056, 36 3060 3061 37 3065 3066, 38 3070 3071 39 3075 3076 40 3080 3081 41 3085 3086 42 3090 3091 43 3095 30961 44 31001 31011 45 31051 Member Label M9 1 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 3.644 3.644 2.291 2.291 3.556 -3.556 2.203 2.203 3.644 3.644 2.291 2.291 -3.556 3.556 2.203 2.203 4.831 4.831 3.028 3.028 -4.768 -4.768 2.965 2.965 .073 .073 .045 .045 .045 .045 .045 .045 .057 .057 .063 .063 .063 .063 .063 .063 .063 .063 .057 .057 .063 .063 .063 .063 .063 .063 .063 .063 .057 .057 .063 .063 v Shearfkl .391 1.632 .11 1.351 .03 1.271 .311 1.552 .391 1.632 .11 1.351 .03 1.271 .311 1.552 .242 .484 .132 .11 .239 .003 .135 .377 .003 .568 .448 2.717 .448 -2.717 .448 2.717 .141 1.184 .002 .487 .002 .487 .002 .487 .002 .487 .141 1.184 .002 .487 .002 .487 .002 .487 .002 .487 -.141 1.184 .002 .487 z Shearfkl .145 .145 .396 .396 .128 .128 .413 .413 .145 .145 .396 .396 .128 .128 .413 .413 .18 .18 .541 .541 .183 .183 .538 .538 .004 .004 .021 .021 .021 .021 .021 .021 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 .004 .004 .003 .003 Torauefk ftl .021 .021 .078 .078 .036 .036 .021 .021 .021 .021 .078 .078 .036 .036 .021 .021 .058 .058 .018 .018 .038 .038 .114 .114 .112 .112 .135 .135 .135 .135 .135 .135 .024 .024 .096 .096 .096 .096 .096 .096 .096 .096 .024 .024 .096 .096 .096 .096 .096 .096 .096 .096 .024 .024 .096 .096 v v Momentfk...z z Momentfk... .561 .054 1.726 .043 .522 .02 1.765 .009 .561 .054 1.726 .043 .522 .02 1.765 .009 .718 .047 2.332 .033 .727 .051 2.323 .037 .01 .005 .049 .04 .049 .04 .049 .04 .009 .01 .009 .004 .009 .004 .009 .004 .009 .004 .009 .01 .009 .004 .009 .004 -.009 .004 .009 .004 .009 .01 .009 .004 .471 3.216 .222 2.717 .66 2.814 .033 3.313 .471 3.216 .222 2.717 .66 2.814 .033 3.313 .515 .963 .41 .298 .994 .427 .069 1.092 .558 1.621 .171 5.351 .171 5.351 .171 5.351 .276 2.627 .479 1.39 .479 1.39 .479 1.39 .479 1.39 .276 2.627 .479 1.39 .479 1.39 .479 1.39 .479 1.39 .276 2.627 .479 1.39 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 77 i r l r i 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 3106 3110 3111 3115 3116 3120 3121 3125 3126 3130 3131 3135 3136 3140 3141 3145 3146 3150 3151 3155 3156 3160 3161 3165 3166 3170 3171 3175 3176 3180 3181 3185 3186 3190 3191 3195 3196 3200 3201 3205 3206 3210 3211 3215 3216 3220 3221 3225 3226 3230 3231 3235 3236 3240 3241 3245 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M10 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 Axialfkl v Shearfkl z Shearfkl .063 .063 .063 .063 .063 .063 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 .057 6.914 6.914 4.338 4.338 -6.799 6.799 4.223 4.223 .047 .047 .047 .047 .047 .047 .047 .047 6.904 6.904 4.327 4.327 6.81 -6.81 -4.233 -4.233 0 0 -.002 .487 .002. .487 .002 .487 .141 1.184 .141 1.184 .141 1.184 .141 1.184 .141 1.184 .141 -1.184 .141 1.184 .141 1.184 .141 1.184 -.141 1.184 .141 1.184 .141 1.184 .485 -1.528 .049 .993 .202 .841 .332 1.375 .002 .365 .002 .365 .002 .365 -.002 .365 .345 709 .189 -.175 .342 .022 .192 .556 0 0 .003 003 .003 .003 .003 .003 .004 .004 -.004 .004 .004 004 004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 004 .004 .004 .004 .004 .004 .261 .264 766 .766 .255 .255 .775 .775 .002 .002 .002 .002 .002 .002 .002 .002 .257 .257 .773 .773 .262 .262 .769 .769 0 0 Torauefk -ftl v -v Momentfk...z -z Momentfk_.. .096 096 .096 .096 096 .096 .024 .024 .024 024 .024 .024 .024 024 .024 .024 024 .024 .024 .024 024 .024 .024 .024 024 .024 024 .074 .024 .024 .038 .038 .071 .071 .01 .01 .118 .118 .072 .072 .072 072 .072 .072 .072 .072 .086 .086 .023 .023 .058 .058 .166 166 0 0 009 .004 .009 .004 .009 .004 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 01 .009 .01 1.041 .08 -3.316 .059 1.023 .061 3.334 .04 .007 .003 .007 .003 .007 .003 .007 .003 1.025 .067 -3.332 .046 1.039 .074 3.319 .053 0 0 .479 1.39 .479 1.39 .479 1.39 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2.627 .276 2 627 .276 2.627 .802 3.01 .519 2.061 1.353 2.245 .032 3.194 .359 1.042 .359 1.042 .359 1.042 .359 1.042 .719 1.425 .602 .475 1.437 .66 .115 1.609 0 0 RISA -3D Version 8 0 3 [T'\. \Calcs Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 78 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 3246 3250 3251 3255 3256 3260 3261 3265 3266 3270 3271 3275 3276 3280 3281 3285 3286 3290 3291 3295 3296 3300 3301 3305 3306 3310 3311 3315 3316 3320 3321 3325 3326 3330 3331 3335 3336 3340 3341 3345 3346 3350 3351 3355 3356 3360 3361 3365 3366 3370 3371 3375 3376 3380 3381 3385 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label Sec M10 1 I 5 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .069 .069 .157 .157 .069 -.069 .069 .069 .069 .069 .135 .135 .135 .135 .135 .135 1.343 1.343 .199 .199 1.205 1.205 .061 .061 1.09 1.09 .232 .232 .821 .821 .037 .037 1.09 1.09 .232 .232 .821 .821 .037 .037 1.09 1.09 .232 .232 .821 .821 .037 .037 1.315 1.315 .172 .172 1.233 1.233 .089 .089 v Shearfkl z Shearfkl .027 I 0 .431 0 1.361 .041 .158 .041 .027 0 .431 0 .027 0 .431 0 .027 0 .431 0 1.014 .031 .226 .031 1.014 .031 .226 .031 1.014 .031 .226 .031 .169 .181 .573 .181 .019 .43 .385 .43 .115 .179 .289 .179 .073 .428 .477 .428 .908 .104 .333 .104 1.049 .291 .192 .291 1.121 .166 .12 .166 .98 .352 .261 .352 908 .104 .333 .104 1.049 .291 .192 .291 1.121 .166 .12 .166 .98 .352 .261 .352 .908 .104 .333 .104 1.049 .291 .192 .291 1.121 .166 .12 .166 .98 .352 .261 .352 .158 -.181 .4 .181 .03 .429 .213 .429 .126 .18 .117 .18 .062 .428 .305 .428 Torauefk ftl v v Momentfk...z z Momentfk... .009 .009 .187 .187 .009 .009 .009 .009 .009 .009 .142 .142 .142 .142 .142 .142 .019 .019 .044 .044 0 0 .025 .025 .149 .149 .168 .168 .135 .135 .116 .116 .149 .149 .168 168 .135 .135 .116 .116 .149 .149 .168 .168 .135 .135 .116 .116 .015 .015 .04 .04 .004 .004 .029 .029 .004 .008 .031 .144 .004 .008 .004 .008 -.004 .008 .024 .106 .024 106 .024 .106 .129 .898 .126 1.952 .121 .883 .118 1.936 .118 -.562 .115 1.352 .07 .774 .067 1.564 .118 .562 .115 1.352 .07 .774 .067 1.564 .118 .562 .115 1.352 .07 .774 .067 1.564 .127 .895 .124 1.949 .122 .886 .119 1.939 .559 1.64 3.72 1.943 .559 1.64 .559 1.64 .559 1.64 2.93 1.867 2.93 1.867 2.93 1.867 .288 1.971 .405 1.29 .831 1.309 .713 1.99 2.726 2.115 2.814 1.605 3.134 1.619 3.046 2.129 2.726 2.115 2.814 1.605 3.134 1.619 3.046 2.129 2.726 2.115 2.814 1.605 3.134 1.619 3.046 2.129 .064 1.315 .182 .634 .607 .653 .49 1.334 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 79 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 33861 30 3390 3391 31 3395 3396 32 3400 3401 33 3405 3406 34 3410 3411 35 3415 3416 36 3420 3421 37 3425 3426 38 3430 3431 39 3435 3436 40 3440 3441 41 3445 3446 42 3450 3451 43 3455 3456 44 3460 3461 45 3465 3466 46 3470 3471 47 3475 3476 48 3480 3481 49 3485 3486 50 3490 3491 51 3495 3496 52 3500 3501 53 3505 3506 54 3510 3511 55 3515 3516 56 3520 3521 57 3525 Member Label M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 Sec 1 I 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialikl .097 .097 -223 .2? 1_ .223 .223 .221 .223 .127 .127 .083 .0R3 .083 .083 -083 .083 .083 .083 .127 .127 .083 .083 .083 .083 .083 .083 .083 .083 -127 -.127 .083 -083 .083 .083 .083 .083 .083 -.083 .177_ .127 .127 .127 .127 .127 .127 .127 .1 ?7 .127 .127 .127 .127 .127 .127 .127 .127 .127 v Shearfkl .038 .603 2.189 .081 2.189 .081 2.189 .081 .662 .381 .032 .517 .032 .517 .032 .517 .032 .517 .662 .381 .032 .517 .032 .517 .032 .517 .032 .517 .662 .281 .032 .517 .032 .517 .032 .517 .032 .517 .662 381 .662 .381 .662 .381 .662 -.381 .662 .381 .662 .381 .662 381 .662 .381 .662 .381 z Shearfkl .001 .001 066 -066 066 .066 .066 .066 .02 .02 0 0 0 0 0 0 0 0 .02 .02 0 0 0 0 0 0 0 0 .02 .02 0 0 0 0 0 0 0 0 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .0? Torouefk -ftl y -v Momentrk...z -z Momentfk.. .006 -T .783 .013 .013 .295 .295 .295 295 .295 ?95 1 1 .011 .011 .011 .011 .011 .011 .011 .011 .1 .1 .011 .011 .011 .011 .011 .011 .011 .011 .1 1 .011 .011 .011 .011 .011 .011 011 .011 .1 .1 .1 1 .1 1 .1 .1 .1 .1 .1 .1 .1 1 .1 .1 .1 .1 .011 .047 .234 .047 .234 .047 .234 -018 .067 005 .009 .005 .009 .005 .009 .005 .009 .018 .067 .005 .009 .005 .009 .005 .009 .005 009 .018 .067 .005 009 .005 .009 .005 .009 .005 .009 .018 .067 .018 .067 .018 .067 .018 .067 .018 .067 .018 .067 .018 -067 .018 .067 .018 .067 2.296 5.729 2.452 5.729 2,452 5.729 2.452 2.252 2.119 .671 1.968 .671 1.968 .671 1.968 .671 1.968 2.252 2.119 .671 1.968 .671 1.968 .671 1.968 .671 1.968 2,252 2.119 .671 1.968 .671 1.968 .671 1.968 .671 1.968 2.252 2.119 2.252 2.119 2.252 2.119 2.252 2.119 2.252 2,119 2.252 2.119 2.252 2 119 2.252 2.119 2.252 2.119 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 80 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 3526 58 3530 3531 59 3535 3536 60 3540 3541 61 3545 3546 62 3550 3551 63 3555 3556 64 3560 3561 65 3565 3566 66 3570 3571 67 3575 3576 68 3580 3581 69 3585 3586 70 3590 3591 71 3595 3596, 72 3600 3601 1 3605 3606 2 3610 3611 3 3615 3616 4 3620 3621 5 3625 3626 6 3630 3631 7 3635 36361 8 36401 36411 9 36451 3646 10 3650 3651 11 3655 3656 12 3660 3661 13 3665 Member Label M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M,10 M10 M10 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 Sec Axialfkl .127 .127 .127 .127 .127 .127 1.947 1.947 .313 .313 1.693 1.693 .06 .06 .062 .062 .062 .062 .062 .062 .062 .062 1.882 1.882 .248 .248 1.758 1.758 .124 .124 0 0 .013 .013 .046 .046 .013 .013 .013 .013 .013 .013 .038 .038 .038 .038 .038 .038 1.368 1.368 3.156 3.156 1.342 1.342 -3.183 3.183 v Shearfkl .662 -.381 .662 .381 .662 -.381 .459 .583 .728 .315 .864 .178 .596 .447 .024 .388 .024 .388 .024 .388 .024 .388 .227 .59 .042 .322 .178 .185 .09 -.454 0 0 .904 .5 2.016 .496 .904 .5 .904 .5 .904 .5 1.738 .497 1.738 .497 1.738 .497 .842 .437 .709 .305 .967 .563 1.099 .695 z Shearfkl .02 .02 .02 .02 .02 .02 .237 .237 .593 :593 .277 .277 .633 .633 0 0 0 0 0 0 0 0 .258 .258 .613 .613 .257 .257 .612 .612 0 0 -005 .005 .007 .007 .005 .005 .005 .005 .005 .005 .004 .004 .004 .004 .004 .004 .176 -.176 .538 .538 .186 .186 .528 .528 Torauefk -ftl v -v Momentfk...z -z Momentfk... 1 .1 .1 .1 .1 .1 .113 .113 .149 .149 .086 .086 .05 .05 .008 .008 .008 .008 .008 .008 .008 .008 .022 .022 .058 .058 .005 .005 .041 .041 0 0 .009 .009 .159 .159 .009 .009 .009 .009 .009 .009 .117 .117 -.117 .117 .117 .117 .005 005 .077 .077 .012 .012 .059 .059 .018 .067 .018 .067 .018 .067 .197 1.205 -.192 2.71 .16 1.339 .156 2.844 .004 -.007 .004 .007 .004 .007 .004 .007 -.182 1.279 .178 -2.784 .175 1.266 .17 2.77 0 0 .012 .01 .013 .018 .012 .01 .012 .01 .012 .01 .007 .011 .007 .011 .007 .011 .026 .773 .211 2.075 .001 .792 .186 2.056- 2.252 2.119 2.252 2.119 2.252 2.119 1.864 2.592 2.032 1.62 2.639 1.646 2.472 2.619 .503 1.476 .503 1.476 .503 1.476 .503 1.476 .116 1.949 .283 .976 .891 1.003 .723 1.975 0 0 1.147 1.729 3.652 .908 1.147 1.729 1.147 1.729 1.147 1.729 3.026 1.113 3.026 -1.113 3.026 1.1 -13 1.171 1.439 .775 -1.273 1.124 2.019 1.52 2.185 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 81 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 3666 3670 3671 3675 3676 3680 3681 3685 3686 3690 3691 3695 3696 3700 3701 3705 3706 3710 3711 3715 3716 3720 3721 3725 3726 3730 3731 3735 3736 3740 3741 3745 3746 3750 3751 3755 3756 3760 3761 3765 3766 3770 3771 3775 3776 3780 3781 3785 3786 3790 3791 3795 3796 3800 3801 3805 LC Member Label 14 M11 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. Axialfk) v Shear[kl 1.054 1.054 2.339 2.339 .979 .979 2.415 2.415 -1.054 1.054 2.339 2.339 .979 .979 2.415 2.415 1.054 1.054 2.339 2.339 .979 .979 2.415 2.415 1.363 1.363 3.162 3.162 1.347 1.347 3.177 3.177 .018 .018 MR_ .068 .068 .068 .068 .068 .032 .032 -.016 .016 .016 .016 .016 .016 .016 .016 .032 .032 .016 -.016 .016 .016 1.691 .45 1.592 .351 1.785 .544 1.884 .643 1.691 .45 1.592 .351 1.785 .544 1.884 .643 1.691 .45 1.592 .351 1.785 .544 1.884 .643 .48 .237 .348 .105 .605 .363 .737 .495 1.266 .7 2.864 .594 2.864 .594 2.864 .594 1.641 .598 1.085 .6 1.085 .6 1.085 .6 1.085 .6 1.641 .598 1.085 .6 1.085 .6 z ShearrkL. Torauerk ftl y y Momentrk...z z Momentrk... .14 I .12 I .003 3.043 I .14 I .12 .598 .896 .395 I .066 .142 2.746 .395 .066 1.538 .771 .132 .115 .017 3.008 .132 .115 .576 1.33 .404 .168 .156 3.305 .404 .168 1.56 1.455 .14 .12 .003 3.043 .14 .12 .598 .896 .395 .066 .142 2.746 .395 .066 1.538 .771 .132 .115 .017 3.008 .132 .115 .576 1.33 .404 .168 .156 3.305 .404 .168 1.56 1.455 .14 .12 .003 3.043 .14 .12 .598 .896 .395 .066 .142 2.746 .395 .066 1.538 .771 .132 .115 .017 3.008 .132 .115 .576 1.33 .404 .168 .156 3.305 .404 .168 1.56 1.455 .178 .002 .021 .712 .178 .002 .777 .748 .536. .073 .206 .316 .536 .073 2.071 .582 .184 .009 .006 .665 .184 .009 .788 1.327 .53 .063 .191 1.061 .53 .063 -2.06 1.493 .007 .012 .017 1.606 .007 .012 .013 2 471 .014 .258 .026 5 384 .014 .258 .032 .76 .014 .258 .026 5.384 .014 .258 .032 .76 .014 .258 .026 5.384 .014 .258 .032 -.76 0 .074 .002 2.629 0 074 .002 1 664 .006 .011 .015 1.377 .006 .011 .012 2.075 .006 .011 .015 1.377 .006 .011 .012 2.075 .006 .011 .015 1.377 .006 .011 .012 2.075 .006 .011 .015 1.377 .006 .011 .012 -2 -075 0 .074 .002 2.629 0 .074 .002 1.664 .006 I .011 .015. 1,377 .006 I .011 .012 -2.075 .006 I .011 .015 1.377 :006 I .01.1 .012 2.075 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 82 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 3806 3810 3811 3815 3816 3820 3821 3825 3826 3830 3831 3835 3836 3840 3841 3845 3846 3850 3851 3855 3856 3860 3861 3865 3866 3870 3871 3875 3876 3880 3881 3885 3886 3890 3891 3895 3896 3900 3901 3905 3906 3910 3911 3915 3916 3920 3921 3925 3926 3930 3931 3935 3936 3940 3941 3945 LC 42 I 43 1 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 Axialfkl .016 .016 .016 .016 .032 .032 .016 .016 .016 .016 .016 .016 .016 .016 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 .032 -.032 .032 .032 .032 .032 .032 .032 .032 -.032 1.968 1.968 4.496 4.496 1.904 1.904 -4.56 -4.56 .012 .012 .012 .012 .012 .012 .012 .012 -1.948 1.948 v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... 1.085 .6 1.085 .6 1.641 .598 1.085 .6 1.085 .6 1.085 .6 1.085 .6 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.641 .598 1.551 .509 1.363 .32 1.73 .688 1.919 .876 .814 .45 .814 .45 .814 .45 .814 .45 .724 .361 I .006 I .006 .006 I .006 0 0 .006 .006 .006 .006 .006 .006 .006 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .258 .258 .761 .761 .258 .258 .761 .761 .005 .005 .005 .005 .005 .005 .005 .005 .254 .254 .011 .011 .011 .011 .074 .074 .011 .011 .011 .011 .011 .011 .011 .011 .074 -.074 .074 .074 .074 .074 .074 .074 -.074 .074 .074 .074 .074 .074 .074 -.074 .074 .074 .074 .074 .074 .074 .074 .074 .079 .079 .024 .024 .068 .068 .171 .171 .008 .008 .008 .008 .008 .008 .008 .008 .003 .003 .015 .012 .015 .012 .002 .002 .015 .012 .015 .012 .015 .012 .015 .012 .002 .002 .002 .002 .002 .002 .002 -.002 .002 .002 .002 .002 .002 .002 .002 -.002 .002 .002 .002 .002 .002 .002 .002 .002 .022 1.12 .286 2.948 .017 1.116 .282 2.953 .011 .009 .011 .009 .011 .009 .011 .009 .031 1.109 1.377 -2.075 1.377 2.075 2.629 1.664 1.377 2.075 1.377 2.075 1.377 2.075 1.377 2.075 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 1.664 2.629 -1.664 2.663 1.25 2.097 1.013 2.595 2.078 3.161 2.315 1.033 1.556 1.033 1.556 1.033 1.556 1.033 1.556 1.066 1.142 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 83 1 t 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 3946 3950 3951 3955 3956 3960 3961 3965 3966 3970 3971 3975 3976 3980 3981 3985 3986 3990 3991 3995 3996 4000 4001 4005 4006 4010 4011 4015 4016 4020 4021 4025 4026 4030 4031 4035 4036 4040 4041 4045 4046 4050 4051 4055 4056 4060 4061 4065 4066 4070 4071 4075 4076 4080 4081 40851 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M11 M11 M11 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12. M12 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 4 516 4.516 1.924 1.924 -4.54 -4.54 0 0 .247 .115 1.868 1.736 .247 .115 .247 .115 .247 .115 1.462 1.331 1.462 1.331 1.462 1.331 7.381 7.512 .154 .023 7.874 7.742 .339 -207 -4.258 -4.389 1.393 1.262 7.183 7.051 1.532 1.4 -4.758 -4.389 1.393 1.262 7.183 7.051 1.532 1.4 -4.258 -4.389 1.393 1.262 7.183 7.051 1.532 1.4 v Shearfkl z Shearfkl -535 I .766 -172 I .766 .903 .263 .539 .263 1.092 .756 .728 .756 0 0 0 0 .029 .001 .033 .001 .033 .015 .029 .015 .029 .001 .033 .001 .029 .001 .033 .001 .029 .001 .033 .001 .032 .011 .03 .011 .032 .011 .03 .011 .032 .011 .03 .011 .038 .003 .024 .003 .03 0 .032 0 .02 0 .042 0 .028 .003 .034 .003 .039 .013 .023 .013 .033 .01 .029 .01 .025 .01 .037 .01 .031 -.013 .031 .013 .039 .013 .023 .013 .033 .01 .029 -.01 .025 .01 .037 -.01 .031 .013 .031 .013 .039 -013 .023 .013 .033 .01 .029 .01 .025 .01 .037 .01 .031 ..013 .031 .013 Torquefk -ftl v -v Momentfk.. .105 .105 .013 .013 .089 .089 0 0 0 0 022 .022 0 0 0 0 0 0 .016 .016 .016 .016 .016 .016 .012 .012 .035 .035 .014 .014 .037 .037 007 .007 .011 .011 026 .026 -.043 .043 .007 .007 .011 .011 .026 .026 .043 .043 -.007 -.007 .011 .011 -.026 .026 .043 .043 .295 2.959 .008 1.127 .272 2.942 0 0 .008 .005 .115 .031 .008 -005 .008 .005 008 .005 .088 .025 .088 .025 .088 .025 .026 .007 .031 .038 .01 .004 .015 .049 .102 .026 .106 .008 .074 024 .07 .057 .102 .026 .106 .008 .074 -.024 .07 .057 .102 .026 .106 .008 .074 .024 .07 -.057 z -z Momentfk... .501 .905 .999 1.97 1 1.565 2.207 0 0 .041 .06 .033 .014 .041 .06 .041 .06 .041 .06 .035 .025 .035 .025 .035 .025 .01 .078 .046 .052 .093 .199 .037 .068 .003 .078 .039 .02 .074 .129 .032_ .031 .003 .078 .039 .02 .074 .129 .032 .031 .003 .078 .039 .02 .074 .129 .032 .031 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 84 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 14086 14090 14091 14095 140961 4100 4101 14105 14106 14110 4111 4115 4116 4120 4121 4125 4126 4130 4131 4135 4136 4140 4141 4145 4146 4150 4151 4155 4156 4160 4161 4165 4166 4170 4171 4175 4176 4180 4181 4185 4186 4190 4191 4195 4196 4200 4201 4205 4206 4210 4211 4215 4216 4220 4221 4225 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 Sec Axialfkl 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 7.479 7.558 .056 .023 7.775 7.696 .24 .161 .345 .161 2.89 2.732 2.89 2.732 2.89 2.732 1.106 .949 .296 .138 .296 .138 .296 .138 .296 .138 1.106 .949 .296 .138 .296 .138 .296 .138 .296 .138 1.106 .949 .296 .138 .296 .138 .296 .138 .296 .138 1.106 .949 1.106 .949 1.106 .949 1.106 .949 1.106 .949 v Shearfkl .026 .011 .019 .018 .009 .029 .016 .021 .041 .046 .041 .033 .041 .033 .041 .033 .037 .038 .035 .04 .035 .04 .035 .04 .035 .04 .037 .038 .035 .04 .035 .04 .035 .04 .035 .04 .037 -.038 .035 .04 .035 .04 .035 .04 :035 -.04 .037 .038 .037 .038 .037 .038 .037 .038 .037 -.038 z Shearfkl .003 .003 .001 .001 .001 .001 .003 .003 -.002 .002 .023 .023 .023 .023 .023 .023 .008 .008 .002 .002 .002 .002 .002 .002 .002 .002 .008 .008 .002 .002 .002 .002 .002 .002 .002 .002 .008 .008 .002 .002 .002 .002 .002 .002 .002 .002 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 Torauefk -ftl v -v Momentfk...z -z Momentfk... .012 .023 1 .026 .012 .005 I .102 .035 .028 1 .03 .035 .04 .028 .013 .013 .076 .013 .002 .175 .036 .019 .02 .036 .047 .044 O .011 .058 O .008 .085 .034 .18 .036 .034 .047 .002 .034 .18 .036 .034 .047 .002 .034 .18 .036 .034 .047 .002 .011 .063 .046 .011 .019 .049 0 .01 .05 0 .006 .072 0 .01 .05 0 .006 .072 0 .01 .05 0 .006 .072 0 .01 .05 O .006 .072 .011 .063 .046 .011 .019 .049 O :01 .05 O .006 .072 0 .01 .05 0 .006 .072 O .01 .05 O .006 .072 0 .01 .05 0 .006 .072 .011 .063 .046 -.011 .019 .049 O .01 .05 O .006 .072 O .01 .05 O .006 .072 0 .01 .05 0 .006 .072 0 .01 .05 O .006 .072 .011 .063 .046 .011 .019 .049 .011 .063 .046 .011 .019 .049 .011 .063 .046 .011 .019 .049 .011 .063 .046 .011 .019 .049 .011 .063 .046 .011 .019 .049 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 85 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 4226 4230 4231 4235 4236 4240 4241 4245 4246 4250 4251 4255 4256 4260 4261 4265 4266 4270 4271 4275 4276 4280 4281 4285 4286 4290 4291 4295 4296 4300 4301 4305 4306 4310 4311 4315 4316 4320 4321 4325 4326 4330 4331 4335 4336 4340 4341 4345 4346 4350 4351 4355 4356 4360 4361 4365 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 1 9 I Member Label M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M12 M13 M13 M13 M13 M13 M13 M13 M13 M13 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 _5 Axialrkl 1.106 .949 1.106 .949 1.106 .949 1.106 .949 1.106 .949 1.106 .949 1.106 .949 -9.789 -9.947 .975 .817 17002 11.844 1.238 1.081 272 .104 .222 .104 .2.22 .104 .222 .104 10.674 10.792 09 .028 11.118 10.999 .354 .236 0 0 .282 .414 1.966 2.098 .282 .414 .282 .414 .282 .414 1.545 1.677 1.545 1.677 1.545 1.677 v Shearfkl .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 -.038 .049 .025 .039 .036 .024 -.05 .035 039 .026 .03 026 -.03 .026 .03 .026 .03 .039 .017 .028 .028 .014 .042 .024 .031 0 0 .035 -.027 .042 .02 .035 .02.7 .035 .027 .035 -.027 .04 .022 .04 -.022 .04 -.022 z Shearfkl Torauefk -ftl .008 .011 -.008 .011 008 .011 008 .011 .008 .011 .008 .011 .008 .011 008 .011 008 .011 .008 .011 .008 .011 .008 .011 .008 .011 .008 .011 .011 .007 011 .007 005 .04 .005 .04 .005 .03 .005 .03 .011 .0Fi2 .011 .062 .001 0 .001 0 001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .004 .018 .004 .018 .002 .051 .002 .051 .002 019 002 .019 .004 .052 .004 .052 0 0 0 0 0 0 O 0 .018 .011 .018 -.011 0 0 O 0 0 0 0 0 0 0 O 0 .014 .009 .014 .009 .014 .009 .014 .009 .014 .009 .014 -.009 v -v Momentfk.. -z Momentfk... .063 .046 .019 .049 .063 .046 .019 .049 .063 .046 .019 .049 .063 .046 .019 .049 .063 .046 .019 .049 .063 .046 .019 .049 .063 .046 019 .049 .089 .028 .021 .149 .096 .052 .043 .038 .037 .119 .017 .247 .03 .039 .081 .061 .007 .037 .005 .054 .007 .037 .005 .054 .007 .037 005 .054 .007 .037 .005 .054 .033 .036 .007 .144 .041 .044 .057 .043 .019 11 .003 .252 -.026 .03 .067 .066 0 0 .001 .005 .086 .098 .001 .005 .001 .005 .001 .005 .065 075 .065 .075 .065 .075 0 0 06 .021 105 0 .06 .021 .06 .021 .06 021 .094 .005 .094 .005 094 .005 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 86 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 4366 4370 4371 4375 4376 4380 4381 4385 4386 4390 4391 4395 4396 4400 4401 4405 4406 4410 4411 4415 4416 4420 4421 4425 4426 4430 4431 4435 4436 4440 4441 4445 4446 4450 4451 4455 4456 4460 4461 4465 4466 4470 4471 4475 4476 4480 4481 4485 4486 4490 4491 4495 4496 4500 4501 4505 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 8.014 8.145 .392 .523 7.449 7.318 .172 .304 7.344 7.475 1.627 1.759 -4.254 4.122 1.463 1.594 7.344 7.475 1.627 1.759 4.254 4.122 1.463 1.594 7.344 7.475 1.627 1.759 -4.254 -4.122 1.463 1.594 7.901 7.98 .279 .358 7.562 7.483 .06 .139 .395 .579 3.033 3.191 3.033 3.191 3.033 3.191 1.181 1.338 .339 .496 .339 .496 .339 .496 v Shearfkl .042 .02 .034 .028 .028 .035 .036 .027 .046 .017 .04 .023 .034 .028 .04 .022 .046 .017 .04 .023 .034 .028 .04 .022 .046 .017 .04 .023 .034 .028 .04 .022 .028 .009 .02 .017 .014 .024 .022 .016 .049 .038 .053 .022 .053 .022 .053 .022 .045 .029 .042 .033 .042 .033 .042 .033 z Shearfkl .001 .001 .006 .006 0 0 .007 .007 .015 .015 .009 .009 .013 .013 .019 .019 .015 .015 .009 .009 .013 .013 .019 .019 .015 .015 .009 .009 .013 .013 .019 .019 .001 .001 .006 .006 0 0 .007 .007 0 0 .029 .029 .029 .029 .029 .029 -.01 .01 0 0 0 0 I 0 I 0 Torauefk -ftl v -v Momentfk...z -z Moment(k... .023 .023 .028 .028 .024 .024 .029 .029 .009 .009 .013 .013 .026 .026 .03 .03 .009 .009 .013 .013 .026 .026 .03 .03 .009 .009 .013 .013 -.026 .026 .03 .03 .023 .023 .028 .028 .024 .024 .029 .029 0 0 .018 .018 .018 .018 .018 .018 .006 .006 0 0 0 0 0 0 -.018 .032 .136 .075 .02 .022 .138 .064 .05 095 .038 .127 .079 .054 .167 .023 .05 -.095 .038 .127 .079 .054 .167 .023 .05 .095 .038 .127 .079 .054 .167 .023 .018 .03 .136 .073 .02 .024 .138 .066 .002 .007 .137 .155 .137 .155 .137 .155 .044 .053 .001 .006 .001 .006 .001 .006 .194 .081 .062 .029 .074 .039 .058 .014 .194 .05 .095 .011 .006 .04 .093 0 .194 .05 .095 .011 .006 .04 .093 0 .194 .05 .095 .011 .006 .04 .093 0 .17 .073 .038 .02 -.098 .047 .034 .005 .084 .03 .145 .009 .145 .009 .145 .009 .095 .015 .072 .026 .072 .026 .072 .026 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 87 t 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 4506 4510 4511 4515 4516 4520 4521 4525 4526 4530 4531 4535 4536 4540 4541 4545 4546 4550 4551 4555 4556 4560 4561 4565 4566 4570 4571 4575 4576 4580 4581 4585 4586 4590 4591 4595 4596 4600 4601 4605 4606 4610 4611 4615 4616 4620 4621 4625 4626 4630 4631 4635 4636 4640 4641 4645 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .339 .496 1.181 1.338 .339 .496 .339 .496 .339 .496 .339 .496 1.181 1.338 .339 .496 .339 .496 .339 .496 .339 .496 1.181 1.338 1.181 1.338 1.181 1.338 1.181 1.338 1.181 I 1.338 1.181 1.338 1.181 1.338 1.181 1.338 1.181 1.338 1.181 1.338 1.181 1.338 1.181 1.338 12.226 12.384 1.337 1.495 -9.865 -9.707 1.024 1.182 .254 .372 v Shearfkl z Shear k .042 I 0 .033 0 .045 .01 .029 I .01 .042 I 0 .033 0 .042 0 .033 0 .042 0 .033 0 .042 0 .033 0 .045 .01 .029 .01 .042 0 .033 0 .042 0 .033 0 .042 0 .033 0 .042 0 .033 0 .045 .01 .029 .01 .045 01 .029 .01 .045 .01 .029 .01 .045 .01 .029 .01 .045 .01 .029 .01 .045 .01 -.029 .01 .045 .01 .029 .01 .045 .01 .029 -.01 .045 .01 .029 .01 .045 .01 .029 .01 .045 .01 .029 .01 .045 .01 -.029 .01 .056 .011 .019 .011 .044 0 .03 0 .035 .009 .04 .009 .046 .019 .028 .019 .031 0 .024 0 Torauefk -ftl v -v Mnmentfk...z -z Momentfk.., O F .001 I .072 O .006 I .026 .006 .044 I 095 .006 .053 I .015 O .001 .072 0 -.006 .026 0 .001 .072 0 .006 .026 0 .001 .072 O .006 .026 O .001 .072 0 .006 .026 .006 .044 .095 .006 .053 .015 0 .001 .072 0 .006 .026 0 .001 .072 O .006 .026 O .001 .072 0 .006 .026 0 .001 .072 0 .006 .026 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 -.053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 _006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .006 .044 .095 .006 .053 .015 .028 .017 .286 .028 .092 .1 .035 .152 .097 .035 .152 .026 .04 .071 .096 .04 .014 .071 .047 .239 .092 .047 .046 .004 0 0 .054 0 .005 .019 RISA -3D Version 8.0.3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 88 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 46461 66 46501 46511 67 46551 46561 68 46601 46611 69 46651 46661 70 46701 46711 71 46751 4676 72 4680 4681 1 4685 4686 2 4690 4691 3 4695 4696 4 4700 4701 5 4705, 4706 6 4710 4711, 7 4715 14716 8 14720 14721 9 14725 4726 10 4730 14731 11 14735 14736 12 14740 4741,13 4745 4746 14 4750 4751 15 4755 4756 16 4760 4761 17 4765 4766 18 4770 14771 19 4775 4776 20 14780 14781 21 14785 Member Label M13 M13 M13 M13 M13 M13 M13 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .254 .372 .254 .372 .254 .372 11.299 11.418 .411 .529 10.791 10.673 .097 .216 0 0 .792 .661 2.151 2.019 .792 .661 .792 .661 .792 .661 1.811 1.68 1.811 1.68 1.811 1.68 -6.302 -6.433 .812 .68 7.886 7.755 .772 .641 -3.509 3.641 1.826 1.694 7.132 7 1.796 1.665 -3.509 -3.641 1.826 1.694 7.132 7 1.796 1.665 v Shearfkl .031 -.024 .031 .024 .031 .024 .042 .014 .031 .025 .021 .035 .032 .024 0 0 .03 .032 .028 .034 .03 .032 .03 .032 .03 -.032 .028 .034 .028 .034 .028 .034 .036 .026 .028 .034 .023 .039 .032 .03 .033 .029 .027 .035 .024 -.039 .03 .032 .033 .029 .027 .035 .024 .039 .03 .032 z Shearfkl 0 0 0 0 0 0 .002 .002 .009 .009 0 0 .01 .01 0 0 .002 .002 .011 .011 .002 .002 .002 .002 .002 .002 .008 .008 .008 .008 .008 .008 .004 .004 .01 .01 0 0 .006 .006 .006 .006 .002 .002 .009 .009 .013 .013 .006 .006 .002 .002 .009 .009 .013 .013 Torouefk -ftl 0 0 0 0 0 0 .033 .033 .04 .04 .035 .035 .041 .041 0 0 .014 .014 .005 .005 .014 -.014 .014 .014 -.014 .014 .007 .007 .007 .007 .007 .007 .001 .001 .039 .039 .029 .029 .012 .012 .004 .004 .026 .026 .019 .019 .012 .012 .004 .004 .026 .026 .019 .019 .012 .012 v v Momentfk...z z Momentfk... 0 .005 0 .005 0 .005 .026 .044 .195 .104 .028 .034 .197 .094 0 0 .044 .022 .034 .074 .044 .022 .044 .022 .044 .022 .014 .061 .014 .061 .014 .061 .068 .029 .053 .153 .02 .015 .142 .197 .004 .067 .087 .07 .032 .056 .059 .192 .004 .067 .087 .07 .032 .056 .059 .192 .054 .019 .054 .019 .054 .019 .245 .105 .056 .03 .137 .066 .052 .008 0 0 .032 .045 .027 .058 .032 .045 .032 .045 .032 .045 .028 .055 .028 .055 .028 .055 025 .076 .029 .06 .09 .166 .036 .029 .015 .036 .026 .067 .071 .145 .031 .043 .015 .036 .026 .067 .071 .145 .031 .043 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 89 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 47861 22 4790 4791 23 4795 4796 24 4800 4801 25 4805 4806 26 4810 4811 27 4815 4816 28 4820 4821 29 4825 4826 30 4830 4831 31 4835 4836 32 4840 4841 33 4845 4846 34 4850 4851 35 4855 4856 36 4860 4861 37 4865 4866 38 4870 4871 39 4875 4876 40 4880 4881 41 4885 4886 42 4890 4891 43 4895 4896, 44 4900 4901 45 4905 4906 46 4910 4911 47 4915 4916 48 4920 4921 49 4925 Member Label M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 Sec Axialfkl v Shearfkl_ 3.509 -3.641 1.8 ?F 1.694 7.132 7 1.796 1.665 -6.619 -6.698 .495 .416 7.569 7.49 .456 .377 1.109 .925 3.125 2.967 3.125 2.967 3.125 2.967 1.63 1.472 .951 .793 .951 .793 .951 .793 .951 .793 1.63 1.472 .951 .793 .951 .793 .951 .793 .951 .793 1.63 1 472 .951 .793 .951 .793 .951 .793 .951 .793 1.63 1.472 .033 029 .027 035 .024 .039 .03 .032 .024 .013 .016 .021 .011 026_ .02 017 .042 .045 .033 .042 .033 .042 .033 .042 .035 .04 .036 .039 036 .039 .036 .039 .036 .039 .035 .04 .036 .039 .036 .039 .036 .039 .036 .039 .035 -.04 .036 .039 .036 .039 .036 .039 .036 -.039 .035 .04 z Shearfkl .006 .006 .002 .002 .009 .009 .013 .013 .003 .003 .009 .009 0 0 _006 .006 -.003 .003 .018 .018 018 .018 .018 .018 004 .004 .003 .003 .003 .003 .003 .003 -.003 .003 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 .004 .004 .003 .003 003 -.003 .003 .003 .003 -.003 .004 .004 Torauefk ftl v v Momentfk...z z Momentfk.. .004 .004 .026 .026 -.019 .019 .012 .012 .007 007 034 .034 024 .024 017 .017 .019 .019 .002 .002 .002 .002 .002 002 .012 .012 .017 .017 .017 .017 .017 .017 017 017 .012 -.012 .017 .017 .017 017 .017 017 017 .017 .012 012 .017 1 .017 .017 .017 .017 .017 017 .017 .012 -.012 004 .067 .087 .07 .032 .056 .059 .192 .051 021 .071 .162 .002 006 .124 .188 .062 .031 .071 .11 071 .11 .071 .11 014 .053 .053 .027 .053 .027 .053 .027 .053 .027 .014 .053 .053 .027 .053 .027 .027 .053 .027 .014 053 .053 .027 .053 .027 .053 .027 .053 .027 .014 .053 .015 .036 .026 .067 .071 .145 .031 043 .038 .094 .016 .042 .077 .148 .023 .011 .045 063 .03 O75 .03 .075 .03 .075 .036 .06 .039 .054 .039 .054 .039 .054 039 .054 .036 .06 039 .054 .039 054 .039 .054 039 .054 .036 06 .039 .054 .039 .054 .039 .054 .039 054 .036 .06 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 90 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 4926 50 4930 4931 51 4935 4936 52 4940 4941 53 4945 4946 54 4950 4951 55 4955 4956 56 4960 4961 57 4965 4966 58 4970 4971 59 4975 4976 60 4980 4981 61 4985 4986 62 4990 4991 63 4995 4996 64 5000 5001 65 5005 5006 66 5010 5011 67 5015 5016 68 5020 5021 69 5025 5026 70 5030 5031 71 5035 5036 72 5040 5041 1 5045 5046 2 5050 5051 3 5055 5056 4 50601 50611 5 50651 Member Label M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M15 M15 M15 M15 M15 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.63 t472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 1.63 1.472 -8.504 -8.662 1.658 1.5 11.764 11.606 1.602 1.444 .713 .595 .713 .595 .713 .595 .713 .595 -9.421 -9.54 .741 .623 10.847 10.729 .685 .566 0 0 .818 .949 2.231 2.363 .818 .949 .818 .949 v Shearfkl .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 .044 .031 .032 .042 .026 .049 .038 .037 .027 .029 .027 .029 .027 .029 .027 .029 .036 .02 .024 .032 .018 .038 .03 .026 0 0 .031 .032 .031 .031 .031 .032 .031 .032 z Shearfkl .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .001 .001 .007 .007 .006 .006 .015 .015 .002 .002 .002 .002 .002 .002 .002 .002 .004 .004 .013 .013 0 0 .009 .009 0 0 .005 .005 .006 .006 .005 .005 .005 .005 Torauefk -ftl .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .01 .01 .049 .049 .034 .034 .024 .024 .012 .012 .012 .012 .012 .012 .012 .012 .009 .009 .049 .049 .034 .034 .024 .024 0 0 .008 .008 .02 .02 .008 .008 .008 .008 v -v Momentfk...z -z Momentfk... .014 .053 .014 .053 .014 .053 .014 .053 .014 053 .014 .053 .014 .053 .014 .053 .014 .053 .014 .053 .014 .053 .049 .063 .125 .198 .02 .042 .154 .303 .04 .02 .04 .02 .04 .02 .04 .02 .074 .03 .1 .23 .005 .01 .179 .27 0 0 .046 .002 .019 .076 .046 .002 .046 .002 .036 I .06 .036 .06 .036 .06 .036 .06 .036 .06 .036 .06 .036 .06 .036 .06 .036 .06 .036 .06 .036 .06 .045 .112 .031 .083 .118 .233 .041 .038 .029 .04 .029 .04 .029 .04 .029 .04 .052 .132 .024 .063 .111 .213 .034 .018 0 0 .055 .061 .04 .042 .055 .061 .055 .061 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 91 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 50661 6 5070 5071 7 5075 5076 8 5080 5081 9 5085 5086 10 5090 5091 11 5095 5096 12 5100 5101 13 5105 5106 14 5110 5111 15 5115 5116 16 5120 5121 17 5125 5126 18 5130 5131 19 5135 5136 20 5140 5141 21 5145 5146 22 5150 5151 23 5155 5156 24 5160 5161 25 5165 5166 26 5170 5171 27 5175, 5176 28 5180 5181 29 5185 5186 30 5190 5191 31 5195 5196 32 5200 5201 33 5205 Member Label M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl .818 .949 1.878 2.009 1.878 2.009 1.878 2.009 8.109 8.241 _436 .567 6.473 6.342 1.2 1.331 7.346 7.478 1.591 1.723 -3.59 3.459 2.164 2.296 7.346 7.478 1.591 1.723 -3.59 -3.459 2.164 2.296 7.346 7.478 1.591 1.723 -3.59 -3.459 2.164 2296 7.782 7 861 .109 .188 -6.8 -6.721 .873 .952 1.145 1.329 3.243 3.401 3.243 3.401 3.243 3.401 v Shearfkl z Shearfkl .031 .032 031 031 .031 .031 .031 .031 .038 .024 .03 .032 .023 .039 .031 .031 .036_ .026 .031 .032 .025 037 .031 .031 .036 .026 .031 .032 .025 .037 .031 .031 .036 .026 .031 .032 .025 .037 031 .031 .026 .012 .018 .019 .011 .026 .019 .019 .043 .044 .037 .037 .037 .037 .037 .037 -.005 .005 .003 .003 .003 003 .003 .003 -.007 .007 .006 .006 .003 -.003 .004 004 .001 .001 .002 .002 .005 .005 .004 .004 .001 .001 .002 .002 .005 .005 .004_ .004 .001 .001 .002 .002 .005 .005 .004 .004 .005 .005 .004 .004 0 0 .002 .002 .007 .007 .011 .011 .011 .011 .011 .011 Torauefk -ftl .008 .008 .017 .017 .017 .017 .017 .017 .03 .03 .047 .047 .015 .015 .062 .062 .034 .034 024 .024 0 0 .058 .058 .034 .034 .024 .024 0 0 .058 .058 .034 .034 .024 .024 0 0 .058 .058 .027 .027 .05 .05 .018 .018 .059 .059 .011 _011 .029 .029 .029 .029 .029 .029 v -v Momentfk.. z -z Momentfk... .046 .002 .026 .057 026 057 .026 .057 .051 .022 .087 .029 .042 .017 .006 033 .029 042. .056 .08 .023 .071 .004 .034 .029 .042_ .056 .08 .023 071 .004 .034 .029 .042 .056 .08 .023 .071 -.004 .032 021 .068 .029 .023 .018 .012 .032 .065 .003 .012 .123 .012 .123 .012 .121_ .055 .061 .044 .047 .044 .047 .044 .047 .179 .111 .046 .054 .068 .011 .064 .067 .137 .084 .038 .042 .048 .01 .051 .052 .137 .084 .038 .042 .048 .01 .051 .052 .137 .084 .038 .047 .048 .01 .051 .052 .157 .086 .024 .03 .09 .013 .042 .043 .077 085 .043 .044 .043 .044 .043 .044 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 92 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section LC Member Label 34 M15 5206 5210 5211 5215 5216 5220 5221 5225 5226 5230 5231 5235 5236 5240 5241 5245 5246 5250 5251 5255 5256 5260 5261 5265 5266 5270 5271 5275 5276 5280 5281 5285 5286 5290 5291 5295 5296 5300 5301 5305 5306 5310 5311 5315 5316 5320 5321 5325 5326 5330 5331 5335 15336 15340 15341 15345 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Forces (Continued) M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.688 1.846 .981 1.139 .981 1.139 .981 1.139 .981 1.139 1.688 1.846 .981 1.139 .981 1.139 .981 1.139 .981 1.139 1.688 1.846 .981 1.139 .981 1.139 .981 1.139 .981 1.139 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 1.688 1.846 12.104 12.262 v Shearfkl .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 .038 :037 .038 .037 .038 .037 .038 .047 :027 z Shearfkl Torauefk -ftl v -v Momentfk...z -z Momentfk... I 0 I o .006 .006 .006 .006 .006 .006 .006 .006 0 0 .006 .006 .006 .006 .006 .006 .006 .006 0 0 .006 .006 .006 .006 .006 .006 .006 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 .004 .004 .015 .015 .009 .009 .009 .009 .009 .009 .009 .009 .015 .015 .009 .009 .009 .009 .009 .009 .009 .009 .015 .015 .009 .009 .009 .009 .009 .009 .009 .009 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .048 .048 .042 .037 .056 .003 .056 .003 .056 .003 .056 .003 .042 .037 .056 .003 .056 .003 .056 .003 .056 .003 .042 .037 .056 .003 .056 .003 .056 .003 .056 .003 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .042 .037 .048 .009 .059 .064 .066 .073 .066 .073 .066 .073 .066 .073 .059 .064 .066 .073 .066 .073 .066 .073 .066 .073 .059 .064 .066 .073 .066 .073 .066 .073 .066 .073 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .059 .064 .235 .135 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 93 i t t t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 5346 5350 5351 5355 5356 5360 5361 5365 5366 5370 5371 5375 5376 5380 5381 5385 5386 5390 5391 5395 5396 5400 5401 5405 5406 5410 5411 5415 5416 5420 5421 5425 5426 5430 5431 5435 5436 5440 5441 5445 5446 5450 5451 5455 5456 5460 5461 5465 5466 5470 5471 5475 5476 5480 5481 5485 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M15 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M15 M16 M16 M16 M16 Sec 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 Axialfkl v Shearfkl 1.142 .036 1.3 -.038 -8.728 .026 -8.57 .048 2.234 .037 2.392 .037 736 .027 .854 .028 .736 .027 .854 .028 .736 .027 .854 .028 .736 .077 854 .028 11.152 .038 11.27 .018 .19 .027 .309 .029 -9.68 .017 -9.561 .039 1.282 .028 1.4 .028 0 0 0 0 1.264 .017 .947 .017 16.907 .001 16.59 .001 1.264 -.017 :947 .017 1.264 .017 .947 .017 1.264 .017 .947 .017 12.996 .003 17 679 .003 12.996 .003 17 579 .003 12.996 .003 12.679 .003 1.167 .071 .849 .071 1.219 .025 .901 .025 1.361 .105 1.044 105 1.309 .01 .992 .01 12.924 .063 12.606 .063 12.962 .009 12.645 .009 13.069 .069 12.752 .069 13.031 .002 12.713 .002 z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... .002 .062 .1 .046 I .002 .062 .081 .055 .003 .017 .036 .117 .003 .017 .064 .007 0 .093 .015 .072 0 .093 .007 .073 .004 .007 .042 .05 .004 .007 .002 .055 .004 .007 .042 05 .004 .007 .002 .055 .004 .007 .042 .05 .004 .007 .002 .055 .004 .007 .042 .05 .004 .007 .002 .055 .008 .039 .048 .226 .008 .039 .03 .126 .006 .071 .099 .037 .006 .071 .042 .046 .001 .026 .035 .127 .001 .025 .025 .016 .003 .084 .016 .062 .003 .084 .046 .064 0 0 0 0 0 0 0 0 .003 0 .033 .006 .003 0 .062 .151 .359 .001 .221 .002 .359 .001 -3.015 .011 .003 0 .033 .006 .003 0 .062 .151 .003 0 .033 .006 .003 0 .062 .151 .003 0 .033 .006 .003 0 .062 .151 .27 0 .157 0 27 0 2.276 .03 -.27 0 .157 0 .27 0 2.276 .03 .27 0 .157 0 .27 0 2.276 .03 .002 -.006 .034 .006 .002 .006 .049 .629 .023 .009 -.024 .01 .023 .009 .228. .21 .005 .007 .032 .017 .005 .007 075 .931 .016 I .008 .042 0 .016 I -.008 .104 .092 -.269 I -.006 .157 .009 .769 -.006 -2266 -.555 285 .005 .164 -.003 .285 .005 2.401 .074 .272 .004 .158 -.008 -.772 I .004 -2.286 .615 .256 I .007 .151 .004 .256 I .007 2.152 .015 RISA -3D Version 8.0 3 [T V Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 94 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 5486 5490 5491 5495 5496 5500 5501 5505 5506 5510 5511 5515 5516 5520 5521 5525 5526 5530 5531 5535 5536 5540 5541 5545 5546 5550 5551 5555 5556 5560 5561 5565 5566 5570 5571 5575 5576 5580 5581 5585 5586 5590 5591 5595 5596 5600 5601 5605 5606 5610 5611 5615 5616 5620 5621 5625 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 12.924 12.606 12.962 12.645 13.069 12.752 13.031 12.713 12.924 12.606 12.962 12.645 13.069 1 2.752 13.031 12.713 .661 .471 .713 .523 .856 .665 .804 .613 1.77 1.325 26.546 26.165 26.546 26.165 26.546 26.165 9.338 8.958 1.517 1.136 1.517 1.136 1.517 1.136 1.517 1.136 9.338 8.958 1.517 1.136 1.517 1.136 1.517 1.136 1.517 1.136 9.338 8.958 1.517 1.136 v Shearfkl .063 .063 .009 .009 .069 .069 .002 .002 .063 .063 .009 .009 .069 .069 .002 .002 .078 .078 .018 .018 .098 .098 .003 .003 .024 .024 .009 .009 .009 .009 .009 .009 .011 .011 .021 .021 .021 .021 .021 .021 .021 .021 .011 .011 .021 .021 .021 .021 .021 .021 .021 .021 -.011 .011 .021 .021 z Shearfkl .269 .269 .285 .285 .272 .272 .256 .256 .269 .269 .285 .285 .272 .272 .256 .256 0 0 .021 .021 .003 .003 .017 .017 .004 .004 .574 .574 .574 .574 .574 .574 .182 .182 .004 .004 .004 .004 .004 .004 .004 .004 .182 .182 .004 .004 .004 .004 .004 .004 .004 .004 -.182 .182 -.004 .004 Torauefk ftl v v Momentfk...z z Momentfk... .006 .157 .009 l .006 2.266 .555 .005 .164 .003 .005 2.401 .074 .004 .158 .008 .004 2.286 .615 .007 .151 .004 .007 2.152 .015 .006 .157 .009 .006 2.266 .555 .005 .164 .003 .005 2.401 .074 .004 .158 .008 .004 2.286 .615 .007 .151 .004 .007 2.152 .015 .006 .021 .008 .006 .024 .689 .009 .011 .008 .009 .203 .15 .007 .019 .015 .007 .05 .871 .008 .028 .001 .008 .129 .031 0 .046 .008 0 .087 .212 .002 .366 .006 .002 -4.799 .078 .002 .366 .006 .002 -4.799 .078 .002 .366 .006 .002 -4.799 .078 O .087 .003 0 1.551 .1 0 .04 .007 0 .074 .181 0 .04 .007 0 .074 .181 0 .04 .007 0 .074 .181 0 .04 .007 0 .074 .181 0 .087 .003 0 1.551 .1 0 .04 .007 0 .074 .181 0 .04 .007 0 .074 .181 0 -.04 .007 0 .074 .181 O .04 .007 0 .074 .181 O .087 .003 0 1.551 .1 0 .04 I .007 0 .074 I .181 R1SA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 95 t s 1 1 1 t 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 5626 5630 5631 5635 5636 5640 5641 5645 5646 5650 5651 5655 5656 5660 5661 5665 5666 5670 5671 5675 5676 5680 5681 5685 5686 5690 5691 5695 5696 5700 5701 5705 5706 5710 5711 5715 5716 5720 5721 5725 5726 5730 5731 5735 5736 5740 5741 5745 5746 5750 5751 5755 5756 5760 5761 5765 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M18 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk_.. 1.517 1.136 1.517 1.136 1.517 1.136 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.338 8.958 9.199 8.819 9.274 8.893 9.477 9.097 9.403 9.023 1.138 .852 1.138 .852 1.138 .852 1.138 .852 .999 .713 1.073 .787 1.277 .991 1.203 .917 0 0 .021 .021 .021 .021 -.021 .021 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 -.011 .011 .011 .011 .011 .011 -.011 -.011 .011 .011 .011 .011 .114 .114 .022 .022 .137 .137 .001 .001 .016 016 .016 -.016 -.016 .016 -.016 .016 .11 .11 .026 .026 .141 .141 .005 .005 0 0 004 .004 .004 .004 .004 004 .182 .182 .182 .182 .18? .182 .182 182 182 .182 .182 .182 .182 .182 .182 .182 .182 -.182 182 .182 182 .182 .182 .182 .18 .18 .21 .21 .184 .184 .154 .154 .003 .003 .003 .003 .003 .003 .003 .003 0 0 .031 .031 .005 .005 .025 .025 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .009 .009 .011 011 .009 .009 .012 .012 0 0 0 0 0 0 0 0 -.009 .009 .012 .012 .009 .009 .011 -.011 0 0 .04 .074 .04 .074 .04 .074 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .087 1.551 .086 1.532 .1 1.788 .089 1.569 .075 1.313 .03 .056 .03 .056 .03 .056 .03 056 .031 .037 .017 .293 .028 .075 .042 .18 0 0 .007 .181 .007 .181 .007 .181 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 .003 .1 -.003 .1 .014 1.014 .01 .185 .019 1.215 .004 .016 .005 .136 .005 .136 .005 .136 .005 .136 .012 .978 .012 .221 .022 1.25 .002 .051 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 96 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 5766 5770 5771 5775 5776 5780 5781 5785 5786 5790 5791 5795 5796 5800 5801 5805 5806 5810 5811 5815 5816 5820 5821 5825 5826 5830 5831 5835 5836 5840 5841 5845 5846 5850 5851 5855 5856 5860 5861 5865 5866 5870 5871 5875 5876 5880 5881 5885 5886 5890 5891 5895 5896 5900 5901 5905 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18. M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 Sec 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 AxialFkl 7.873 7.555 10.274 9.956 7.873 7.555 7.873 7.555 7.873 7.555 9.673 9.356 9.673 9.356 9.673 9.356 7.349 7.032 9.933 9.616 8.396 8.079 5.812 5.494 9.281 8.964 11.219 10.902 10.066 9.749 8.128 7.811 9.281 8.964 11.219 10.902 10.066 9.749 8.128 7.811 9.281 8.964 11.219 10.902 10.066 9.749 8.128 7.811 4.2 4.01 6.784 6.594 5.247 5.057 2.663 2.472 v Shear(kl .005 .005 .041 .041 .005 .005 .005 .005 .005 .005 .032 .032 .032 .032 .032 .032 .125 .125 0 0 .114 .114 .011 .011 .122 .122 .027 .027 .058 .058 .036 .036 .122 .122 .027 .027 .058 .058 .036 .036 .122 .122 .027 .027 .058 .058 .036 .036 .123 .123 .003 .003 .116 .116 .009 .009 z Shearfkl .142 .142 .103 .103 .142 .142 .142 .142 .142 .142 .113 .113 .113 .113 .113 .113 .134 .134 .324 .324 .15 .15 .04 .04 .107 .107 .249 .249 .119 .119 .024 .024 .107 .107 .249 .249 .119 .119 .024 .024 .107 .107 .249 .249 .119 .119 .024 .024 .077 .077 .267 .267 .093 .093 .097 .097 Torauefk -ftl .004 .004 0 0 .004 .004 .004 .004 .004 .004 .001 .001 .001 .001 .001 .001 .013 .013 .037 .037 .022 .022 .028 .028 .012 .012 .026 .026 .014 .014 .023 .023 .012 .012 .026 .026 .014 -.014 .023 .023 .012 .012 .026 .026 .014 .014 .023 .023 .015 .015 .035 .035 .02 .02 .03 .03 v -v Moment(k...z -z Momentf k... .084 I .041 1.193 .09 .059 .008 .866 .374 .084 .041 1.193 .09 .084 .041 1.193 .09 .084 .041 1.193 .09 .066 .016 .948 .303 .066 -.016 .948 .303 .066 .016 .948 .303 .085 .038 -1.121 1.089 .189 .058 2.726 .053 .084 -.12 1.264 .909 .021 .024 .341 .127 .066 .043 .894 1.053 .144 .029 2.098 .276 .065 .075 1.001 .446 .013 .004 .202 .331 .066 .043 .894 1.053 .144 .029 2.098 .276 .065 .075 1.001 .446 .013 .004 .202 .331 .066 .043 .894 1.053 .144 .029 2.098 .276 .065 .075 -1.001 .446 .013 .004 .202 .331 .051 .054 .644 1.053 .156 .041 2.249 .017 .05 -.103 -.787 .945 .054 .008 .818 .091 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 97 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 5906 5910 5911 5915 5916 5920 5921 5925 5926 5930 5931 5935 5936 5940 5941 5945 5946 5950 5951 5955 5956 5960 5961 5965 5966 5970 5971 5975 5976 5980 5981 5985 5986 5990 5991 5995 5996 6000 6001 6005 6006 6010 6011 6015 6016 6020 6021 6025 6026 6030 6031 6035 6036 6040 6041 6045 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 •5 1 5 Axialf�_ v Shearfkl 11.022 008 10.577 .008 13.289 .063 12.908 .063 13.289 .063 12.908 .063 13,289 .063 12.908 .063 10.648 .024 10.267 .024 9.447 .007 9.066 .007 9.447 .007 9.066 .007 9.447 .007 9.066 .007 9.447 .007 9.066 .007 10.648 .024 10.267 .024 9.447 .007 9.066 .007 9.447 .007 9.066 .007 9.447 .007 9.066 .007 9.447 .007 9.066 .007 10.648 .024 1 0.267 .024 9.447 .007 9.066 .007 9.447 .007 9.066 .007 9.447 .007 9.066 .007 9.447 .007 9.066 .007 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 10.648 .024 10.267 .024 z Shearfl .199 .199 .108 .108 .108 .108 .108 .108 .151 151 .17 17 .17 .17 .17 .17 .17 .17 .151 .151 .17 .17 .17 .17 .17 -.17 -.17 .17 .151 .151 .17 .17 .17 .17 .17 .17 .17 .17 .151 .151 .151 .151 .151 .151 .151 .151 .151 .151 .151 .151 .151 .151 151 .151 151 .151 Torauefk -ftl v -v Momentrk...z -z Momentrk... .006 I .118 .057 OOF_ I 1.67 .126 0 .061 .003 0 .909 .563 0 I .061 .003 0 1 .909 .563 0 .061 .003 0 .909 .563 .003 .089 .033 .003 1.268 .25 .005 .101 .049 .005 1.431 _108 .005 .101 .049 .005 1.431 .108 .005 .101 .049 .005 1.431 _108 .005 .101 .049 .005 1.431 .108 .003 .089 .033 .003 1.268 .25 .005 .101 .049 .005 1.431 .108 .005 .101 .049 .005 1.431 .108 .005 .101 .049 .005 1.431 .108 .005 .101 .049 .005 1.431 .108 .003 .089 033 .003 1.268 -.25 .005 .101 .049 .005 1.431 .108 .005 .101 .049 .005 1.431 .108 .005 .101 .049 .005 1.431 .108 -.005 .101 .049 .005 1.431 .108 .003 .089 .033 .003 1.268 .25 .003 .089 .033 .003 1.268 .25 .003 .089 .033 .003 1.268 .25 .003 .089 -.033 .003 1.268 -.25 .003 .089 .033 .O01 1.268 .25 .003 .089 .033 .003 1.268 .25 .003 .089 .033 .003 1.268 .25 .003 .089 .033 .003 1.268 .25 .003 .089 .033 .003 1.268 .25 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 98 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 6046 58 6050 6051 59 6055 6056 60 6060 6061 61 6065 6066 62 6070 6071 63 6075 6076 64 6080 6081 65 6085 6086 66 6090 6091 67 6095 6096 68 6100 6101 69 6105 6106 70 6110 6111 71 6115 6116 72 6120 6121 1 6125 6126 2 6130 6131 3 6135 6136 4 6140 6141 5 6145 6146 6 6150 6151 7 6155 6156 8 6160 61611 9 6165 6166 10 61701 61711 11 61751 61761 12 16180 16181 13 161851 Member Label M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 10.648 10.267 10.648 10.267 10.648 10.267 9.9 9.519 13.592 13.211 11.395 11.015 7.704 7.323 7.085 6.8 7.085 6.8 7.085 6.8 7.085 6.8 6.337 6.052 10.029 9.744 7.833 7.548 4.141 3.856 0 0 5.509 5.192 9.844 9.527 5.509 5.192 5.509 5.192 5.509 5.192 8.76 8.443 8.76 8.443 8.76 8.443 5.719 5.402 7.693 7.375 5.3 4.982 3.326 3.009 v Shearfkl .024 .024 .024 .024 .024 .024 .195 .195 .016 .016 .147 .147 .033 .033 .005 .005 .005 .005 .005 .005 .005 .005 .176 .176 -.004 .004 .166 .166 .013 .013 0 0 .009 .009 .001 .001 .009 .009 .009 .009 .009 .009 .003 .003 .003 .003 .003 .003 .126 .126 .013 .013 .108 .108 .005 .005 z Shea rfkl .151 .151 .151 .151 .151 .151 .139 .139 .411 .411 .162 .162 .109 .109 .128 .128 .128 .128 .128 .128 .128 .128 .116 .116 .388 .388 .139 .139 .132 .132 0 0 .17 .17 .071 .071 .17 .17 .17 .17 .17 .17 .096 .096 .096 .096 .096 .096 .191 .191 .495 .495 .148 -.148 .156 .156 Torauefk ftl v v Momentfk...z z Momentfk... .003 .003 .003 .003 .003 .003 .022 .022 .05 -.05 .028 .028 .044 .044 .004 .004 .004 .004 .004 .004 .004 .004 .021 .021 .051 -.051 .029 .029 .043 .043 0 0 .006 .006 .01 .01 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .053 .053 .011 .011 .042 1 .042 1 0 1 0 .089 1.268 .089 1.268 .089 1.268 .089 1.166 .239 3.459 .088 1.37 .061 .923 .076 1.073 .076 1.073 .076 1.073 .076 1.073 .076 .971 .226 3.264 .076 1.175 .074 1.118 0 0 .082 1.446 .009 .634 .082 1.446 .082 1.446 .082 1.446 .027 .837 .027 :837 .027 .837 .095 1.627 .245 -4.213 .069 -1.265 .081 1.32 .033 .25 .033 .25 .033 .25 .08 1.677 -.057 .198 .145 1.177 .009 .303 .037 .081 .037 .081 .037 .081 .037 .081 .076 1.508 .061 .029 .149 1.346 .013 .133 0 0 .006 .077 .008 .001 .006 .077 .006 .077 .006 -.077 .007 .02 .007 .02 .007 .02 .093 1.042 .008 .11 .082 .887 .003 .045 RISA 3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 Page 99 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 6186 6190 6191 6195 6196 6200 6201 6205 6206 6210 6211 6215 6216 6220 6221 6225 6226 6230 6231 6235 6236 6240 6241 6245 6246 6250 6251 6255 6256 6260 6261 6265 6266 6270 6271 6275 6276 6280 6281 6285 6286 6290 6291 6295 6296 6300 6301 6305 6306 6310 6311 6315 6316 6320 6321 6325 LC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Label M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 8.918 8.6 10.398 10.08 8.603 8.286 7.123 6.806 8.918 8.6 10.398 10.08 8.603 8.286 7.123 6.806 8.918 8.6 10.398 10.08 8.603 8.286 7.123 6.806 3.515 3.325 5.489 5.298 3.096 2.905 1.122 .932 7.713 7.269 13.546 13.166 13.546 13.166 13.546 13.166 8.778 8.398 6.611 6.23 6.611 6.23 6.611 6.23 6.611 6.23 8.778 8.398 6.611 6.23 6.611 6.23 v Shearfkl .091 .091 .006 .006 .085 .085 0 0 .091 .091 .006 .006 .085 .085 0 0 .091 .091 .006 .006 .085 .085 0 0 .122 .122 .009 .009 .111 .111 .002 .002 .013 .013 .002 .002 .002 .002 .002 -.002 .007 .007 .011 .011 .011 .011 .011 .011 .011 .011 .007 007 .011 .011 .011 .011 z Shearfkl .112 .112 .34 .34 .08 .08 .148 .148 .112 .112 .34 .34 .08 .08 .148 .148 -.112 .112 .34 .34 .08 .08 .148 .148 123 .123 .427 .427 .08 .08 .224 .224 .238 .238 .046 -.046 046 .046 .046 .046 .155 .155 .204 .204 .704 .204 .204 7 .204 .204 .155 .155 .204 .204 .704 _204 Torauefk -ftl v -v Momentfk..z -z Momentlk... .029 .037 1 .073 029 .973 .744 1 .002 .149 .009 1 .002 2.912 .045 .042 .017 .058 .042 .701 .703 .01 .095 .006 .01 1.238 .004 .029 .037 .073 .029 .973 .744 .002 .149 .009 .002 2.912 .045 .042 .017 .058 .042 .701 .703 .01 .095 .006 .01 1.238 .004 .029 .037 .073 .029 973 .744 .002 .149 .009 .002 2.912 .045 .042 .017 .058 .042 .701 .703 .01 .095 .006 .01 1.238 .004 .051 .062 .091 .051 1.049 1.011 .009 .212 .006 .009 -3.635 .079 044 .036 .084 .044 .687 .918 .002 .114 .001 .002 1.899 .014 .008 .115 .008 .008 2.025 .108 .018 .019 .011 .018 .436 .029 .018 .019 .011 .018 -.436 .029 .018 .019 .011 018 .436 .029 .001 .062 .008 001 -1.33 .055 .007 .098 .007 .007 1.736 .093 .007 .098 .007 .007 1.736 .093 .007 .098 .007 .007 1.736 .093 .007 .098 .007 .007 1.736 .093 .001 .062 .008 .001 1.33 .055_ .007 .098 .007 .007 1.736 -.093 .007 .098 .007 .007 1.736 ..093 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 100 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 6326 6330 6331 6335 6336 6340 6341 6345 6346 6350 6351 6355 6356 6360 6361 6365 6366 6370 6371 6375 6376 6380 6381 6385 6386 6390 6391 6395 6396 6400 6401 6405 6406 6410 6411 6415 6416 6420 6421 6425 6426 6430 6431 6435 6436 6440 6441 6445 6446 6450 6451 6455 6456 6460 6461 6465 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 6.611 6.23 6.611 6.23 8.778 8.398 6.611 6.23 6.611 6.23 6.611 6.23 6.611 6.23 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 8.778 8.398 9.078 8.697 11.897 11.517 8.479 8.098 5.66 5.279 4.958 4.673 4.958 4.673 4.958 4.673 4.958 4.673 5.258. 41973 v Shearfkl .011 .011 .011 .011 .007 .007 .011 .011 .011 .011 .011 .011 .011 .011 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .174 .174 .012 .012 .16 -.16 .002 .002 .008 .008 .008 .008 .008 .008 .008 .008 .175 .175 z Shearfkl .204 .204 .204 .204 .155 .155 .204 .204 .204 .204 .204 .204 .204 .204 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .185 .185 .62 .62 .124 .124 .31 .31 .153 .153 .153 .153 .153 .153 .153 .153 .184 .184 Torauefk ftl .007 .007 .007 .007 .001 .001 .007 .007 .007 .007 .007 .007 .007 .007 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .067 .067 .007 .007 .069 .069 .009 .009 .005 .005 .005 .005 .005 .005 .005 .005 .073 .073 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 v v Momentfk...z z Momentfk... .098 1.736 .098 1.736 .062 1.33 .098 1.736 .098 1.736 .098 1.736 .098 1.736 .062 -1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .062 1.33 .08 1.588 .294 -5.282 .043 1.071 .171 2.623 .074 1.302 .074 1.302 .074 1.302 .074 1.302 .092 .007 .093 .007 .093 .008 .055 .007 .093 .007 .093 .007 .093 .007 .093 .008 -.055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .008 .055 .133 1.433 .011 .101 .117 1.323 .005 .009 .005 .07 .005 .07 .005 .07 .005 .07 .13 1.56 1.448 Page 101 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 6466 6470 6471 6475 6476 6480 6481 6485 6486 6490 6491 6495 6496 6500 6501 6505 6506 6510 6511 6515 6516 6520 6521 6525 6526 6530 6531 6535 6536 6540 6541 6545 6546 6550 6551 6555 6556 6560 6561 6565 6566 6570 6571 6575 6576 6580 6581 6585 6586 6590 6591 6595 6596 6600 6601 6605 LC 70 71 72 1 2 3 4 5 6 7 8 9 1.0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M19 M19 M19 M20 M20 M20 M20 M20 M20 M2O M20 M20 M20 M20 M20 M70 M20 M20 M20 M20 M20 M70 M20 M20 M20 M20 M20 M20 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torouefk -ftl v -v Momentfk...z -z Momentfk_.. 8.077 7.792 4.659 4.373 1.84 1.554 0 0 3.32 3.003 15.054 14.737 3.32 3.003 3.32 3.003 3.32 3.003 12.121 11.804 12.121 11.804 12.121 11.804 4.377 4.06 3.606 3.289 2.263 1.946 3.034 2.717 12.914 12 12.335 12.018 11.328 11.011 11.906 11.589 12.914 12.596 12.335 12.018 11.328 11.011 11.906 11.589 12.914 12.596 12.335 12.018 11.328 11.011 11.906 11.589 .014 .014 .159 .159 .003 .003 0 0 .033 .033 .016 .016 033 .033 .033 .033 .033 .033 .004 .004 .004 004 .004 .004 .147 .147 .05 .05 .082 .082 .016 .016 .082 .082 .009 .009 .09 .09 .017 .017 .082 .082 .009 .009 .09 .09 .017 .017 082 .082 .009 009 .09 .09 .017 -.017 .618 .618 .122 .122 .312 .312 0 0 .045 .045 .306 .306 .045 .045 045 .045 -.045 .045 .241 .241 .241 .241 .211 .241 .061 .061 .1 .1 .028 .028 .011 .011 .253 .253 282 .282 .2.28 .228 .199 .199 -.253 -.253 .282 .282 -.228 .228 .199 .199 .253 .253 .282 .282 .728 -.228 .199 .199 .013 .013 .063 .063 .003 .003 0 0 .008 .008 005 .005 .008 008 .008 .008 .008 .008 .002 002 .002 .002 .002 .002 039 039 027 027 023 .023 011 011 021 021 012 012 .025 .025 .016 .016 021 021 012 012 .025 .025 .016 .016 021 .021 012 012 -.025 .025 .016 .016 .306 -5.254 .055 1.043 159 2.651 0 0 .002 405 .236 2.52 002 .405 002 .405 002 .405 .176 1.991 .176 1.991 .176 1.991 .002 .549 .021 .88 .006 .26 025 .07 .179 -2.1 .193 2.348 .173 1.883 .159 1635 .179 -2.1 .193 -2.348 .173 1.883 .159 1.635 .179 -2.1 .193 2.348 .173 1.883 159 1.635 .008 116 .12 1308 .002 .024 0 0 067 .227 .042 .187 .067 .227 .067 .227 .067 .227 048 .084 .048 .084 .048 .084 .137 1.186 .095 .351 .002 733 039 .103 1 .636 069 .009 -.004 .803 .027 .177 .1 -.636 .069 009 .004 .803 .027 .177 .1 -.636 069 009 .004 .803 .027 .177 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 102 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Section Forces (Continued) 16606 16610 16611 16615 6616 6620 6621 16625 16626 16630 6631 6635 16636 16640 16641 6645 6646 6650 6651 6655 6656 6660 6661 6665 6666 6670 6671 6675 6676 6680 6681 6685 6686 6690 6691 6695 6696 6700 6701 6705 6706 6710 6711 6715 6716 6720 6721 6725 6726 6730 6731 6735 6736 6740 16741 16745 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label Sec M20 I 1 1 5 M20 1 5 M20 1 5 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 1 5 Axialfkl 3.049 2.859 2.278 2.088 .935 .745 1.706 1.516 4.648 4.204 22.759 22.378 22.759 22.378 22.759 22.378 9.851 9.471 3.984 3.604 3.984 3.604 3.984 3.604 3.984 3.604 9.851 9.471 3.984 3.604 3.984 3.604 3.984 3.604 3.984 3.604 9.851 9.471 3.984 3.604 3.984 3.604 3.984 3.604 3.984 3.604 9.851 9.471 9.851 9.471 9.851 9.471 9.851 9.471 9.851 9.471 Barker Support v Shearfkl .134 .134 .037 .037 .095 .095 .003 .003 .046 .046 .039 .039 .039 .039 .039 .039 .015 .015 .039 .039 .039 .039 .039 .039 .039 .039 .015 .015 .039 .039 .039 .039 .039 .039 .039 .039 .015 .015 .039 .039 .039 .039 .039 .039 .039 .039 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 z Shearfkl .043 .043 .082 .082 .01 .01 .028 .028 .063 .063 .472 .472 .472 .472 .472 .472 .184 .184 .054 .054 .054 .054 .054 .054 .054 .054 .184 .184 .054 .054 .054 .054 .054 -.054 .054 .054 .184 .184 .054 .054 .054 .054 .054 .054 .054 -.054 .184 .184 .184 .184 .184 .184 .184 .184 .184 .184 Checked By Torauefk -ftl v -v .035 I .003 I .035 .388 .024 I .021 .024 I .718 .026 .005 .026 .098 .014 .024 .014 .232 .011 .003 .011 .566 .011 .378 .011 -3.87 .011 .378 .011 -3.87 .011 .378 .011 -3.87 .003 .116 .003 1.543 .01 .003 .01 .486 .01 .003 .01 .486 .01 .003 .01 .486 .01 .003 .01 .486 .003 .116 .003 1.543 .01 .003 .01 .486 .01 .003 .01 .486 .01 .003 .01 .486 .01 .003 .01 .486 .003 .116 .003 1.543 .01 .003 .01 .486 .01 .003 .01 .486 .01 .003 .01 .486 .01 .003 .01 .486 .003 .116 .003 1.543 .003 .116 .003 1.543 .003 .116 .003 1.543 .003 .116 .003 1.543 .003 .116 .003 1.543 Momentfk...z -z Momentfk... .11 1.095 .069 .26 .029 .823 .012 .012 .094 .317 .04 .39 .04 .39 .04 .39 .068 .065 .081 .272 .081 .272 .081 .272 .081 .272 .068 .065 .081 .272 .081 .272 .081 .272 .081 .272 .068 .065 .081 .272 .081 .272 .081 .272 .081 -.272 .068 .065 .068 .065 .068 .065 .068 .065 .068 .065 RISA -3D Version 8 0 3 [T \CalcsStruc\BarkerFrame\BarkerFrameOpt5Mat.r3d] Page 103 t t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 6746 6750 6751 6755 6756 6760 6761 6765 6766 6770 6771 6775 6776 6780 6781 6785 6786 6790 6791 6795 6796 6800 6801 6805 6806 6810 6811 6815 6816 6820 6821 6825 6826 6830 6831 6835 6836 6840 6841 6845 6846 6850 6851 6855 6856 6860 6861 6865 6866 6870 6871 6875 6876 6880 6881 6885 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M21 M21 M21 M21 M21 M21 M21 M21 M21 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl 9.851 9.471 9.851 9.471 9.851 9.471 9.851 9.471 9.851 9.471 9.851 9.471 9.851 9.471 11.362 10.981 10.26 9.879 8.341 7.96 9.443 9.062 2.988 2.703 2.988 2.703 2.988 2.703 2.988 2.703 4.498 4.213 3.397 3.111 1.478 1.192 2.58 2.294 0 0 .015 .015 .003 .003 .015 .015 .015 .015 .015 .015 .006 .006 .006 .006 .006 .006 v Shearfkl .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 015 .015 .015 .015 .178 .178 .039 .039 .149 .149 .009 .009 .029 .029 .029 .029 .029 .029 .029 .029 .193 .193 .054 .054 .134 .134 .005 0 0 0 .282 .132 1.082 .508 .282 .132 .282 .132 .282 .132 .882 .414 .882 .414 .882 .414 z Shearfkl .184 .184 .184 .184 .184 .184 .184 .184 184 .184 .184 .184 .184 .184 .208 .208 .263 .263 .161 .161 .105 .105 .04 .04 .04 .04 .04 .04 .04 .04 .064 .064 .119 .119 -.017 .017 .039 .039 0 0 .001 .001 .007 .007 .001 .001 .001 .001 .001 .001 .006 .006 .006 .006 .006 .006 Torauefk -ftl .003 .003 .003 .003 .003 .003 003 .003 .003 003 .003 .003 .003 .003 .047 .047 .03 .03 .041 .041 -.024 .024 .007 .007 .007 .007 .007 .007 007 .007 .051 .051 034 .034 -.036 -.036 .02 .02 0 0 .006 .006 .087 .087 .006 .006 .006 .006 -.006 .006 .067 .067 -.067 .067 .067 .087 v v Momentfk...z z Momentfk... .116 1.543 116 1.543 .116 1.543 .116 1.543 .116 1.543 .116 1.543 .116 1.543 .122 1.75 .149 2.222 .111 1.336 .084 .865 .002 .364 .002 .364 .002 .364 .002 .364 .004 .571 .031 1.043 .008 .157 .034 .315 0 0 0 .004 .03 .001 0 004 0 004 0 004 .023 .002 .071 .002 .071 .002 .068 .065 .068 .065 .068 .065 .068 .065 068 .065 068 065 .068 .065 .167 1.435 _108 .242 .032 1.305 .028 .112 .06 .204 .06 .204 .06 .204 .06 .204 .16 1.574 .101 .381 .039 1.166 .02 .027 0 0 .166 .263 .014 2.033 .166 .263 .166 .263 166 .263 .031 -1.591 .031 1.591 .031 1.591 RISA -3D Version 8.0.3 [T\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 104 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 6886 10 6890 6891 11 6895 6896 12 6900 6901 13 6905 6906 14 6910 6911 15 6915 6916 16 6920 6921 17 6925 6926 18 6930 6931 19 6935 6936 20 6940 6941 21 69451 69461 22 69501 69511 23 6955 6956 24 6960 6961 25 16965 16966 26 16970 6971 27 6975 16976 28 16980 6981 29 6985 6986 30 6990 6991 31 6995 6996 32 7000 7001 33 7005 7006 34 7010 7011 35 7015 7016 36 7020 17021 37 17025 Member Label M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 Sec 1 5 1 5 1 Axialfkl 5.238 5.238 .015 .015 -5.207 5.207 .015 .015 3.923 3.923 .006 .006 3.911 -3.911 .006 .006 3.923 3.923 .006 .006 -3.911 3.911 .006 .006 3.923 3.923 .006 .006 3.911 3.911 .006 .006 5.231 5.231 .009 .009 -5.213 5.213 .009 .009 .022 .022 .001 .001 .001 .001 .001 .001 .012 .012 .018 .018 .018 .018 .018 .018 v Shearfkl .187 .226 .254 .16 .376 .038 .31 .104 .811 .485 .861 .435 .953 .343 .903 .393 .811 .485 .861 .435 .953 .343 .903 .393 .811 .485 .861 .435 .953 .343 .903 .393 .075 .174 .141 .107 .263 .015 .197 .051 .394 .185 1.618 .76 1.618 -.76 1.618 .76 .738 .347 .338 .158 .338 .158 .338 .158 z Shearfkl .141 .141 .224 .224 .139 .139 .226 .226 .111 .111 .163 .163 .099 .099 .175 .175 .111 .111 .163 .163 .099 .099 .175 .175 .111 .111 .163 .163 .099 .099 .175 .175 .14 .14 .225 .225 .139 .139 .226 .226 .002 .002 .011 .011 .011 .011 .011 .011 .004 .004 .001 .001 .001 .001 .001 .001 Torauefk -ftl v -v Momentfk...z -z Momentfk... .007 .007 .006 .006 .006 .006 .006 .006 .068 .068 .067 .067 .067 .067 .067 .067 .068 .068 .067 .067 .067 .067 .067 .067 .068 .068 .067 .067 .067 .067 .067 .067 .004 .004 .004 .004 .003 .003 .004 .004 .009 .009 .137 .137 .137 .137 .137 .137 .048 .048 .007 .007 .007 .007 .007 .007 .538 .061 .942 .011 .537 .053 .944 .019 .426 .044 .685 .009 .38 .04 .73 .013 .426 044 .685 .009 .38 .04 .73 .013 .426 .044 .685 .009 .38 .04 .73 .013 .538 .059 .943 .013 .537 .054 .943 .017 0 .006 .048 0 .048 0 .048 0 .015 .003 0 .005 0 .005 0 .005 .62 .648 .227 .084 .952 .122 .105 .442 .559 1.879 .077 1.456 .62 1.302 .015 1.725 .559 1.879 .077 1.456 .62 1.302 .015 1.725 .559 1.879 .077 1.456 .62 1.302 .015 1.725 .686 .543 .161 .022 .885 .227 .038 .337 .232 .368 .089 3.148 .089 3.148 .089 3.148 .109 1.201 .199 .315 .199 .315 .199 .315 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 105 1 1 t t 1 1 1 t 1 1 r Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 7026 7030 7031 7035 7036 7040 7041 7045 7046 7050 7051 7055 7056 7060 7061 7065 7066 7070 7071 7075 7076 7080 7081 7085 7086 7090 7091 7095 7096 7100 7101 7105 7106 7110 7111 7115 7116 7120 7121 7125 7126 7130 7131 7135 7136 7140 7141 7145 7146 7150 7151 7155 7156 7160 7161 7165 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 1 5 Axiallkl .018 .018 .012 .012 .018 .018 .018 .018 .018 .018 .018 .018 .012 .012 .018 .018 .018 .018 .018 .018 .018 .018 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 7.473 7.473 .012 .012 7.448 7.448 .012 .012 .014 .014 v Shearfkl .338 .158 .738 .347 .338 .158 .338 .158 .338 .158 .338 .158 .738 .347 .338 .158 .338 .158 .338 .158 .338 .158 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .738 .347 .603 .481 .698 .386 .873 .212 .778 .307 .254 .119 z Shearfkl .001 .001 .004 .004 .001 .001 .001 .001 .001 .001 .001 .001 .004 .004 .001 .001 .001 .001 .001 .001 .001 .001 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .204 .204 .318 .318 .195 .195 .326 .326 0 0 Tarauefk -ftl .007 .007 .048 .048 .007 .007 .007 .007 .007 .007 .007 .007 .048 .048 .007 .007 .007 .007 .007 .007 .007 .007 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .049 .049 .048 .048 .047 -.047 .048 -.048 .006 .006 v -v Momentfk...z -z Momentfk... 0 .005 .015 .003 0 .005 0 .005 0 .005 0 .005 .015 .003 0 .005 0 .005 0 .005 0 .005 .015 .003 -.015 .003 .015 .003 -.015 .003 .015 .003 .015 .003 .015 .003 -.015 .003 .015 .003 .015 .003 .015 .003 -.015 .003 .783 .084 1.332 .018 .752 .077 1.362 .025 0 .004 .199 .315 .109 1.201 .199 .315 .199 .315 .199 .315 .199 .315 .109 1.201 .199 .315 .199 .315 .199 .315 .199 .315 .109 1.201 109 -1.201 .109 1.201 .109 1.201 .109 1. 201 10A 1.201 .109 1.201 .109 -1 201 .109 1.201 .109 1.201 .109 1.201 .109 1.201 1.014 1.751 .196 .945 1.232 .651 .022 1.457 .149 .237 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 106 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 7166 7170 7171 7175 7176 7180 7181 7185 7186 7190 7191 7195 7196 7200 7201 7205 7206 7210 7211 7215 7216 7220 7221 7225 7226 7230 7231 7235 7236 7240 7241 7245 7246 7250 7251 7255 7256 7260 7261 7265 7266 7270 7271 7275 7276 7280 7281 7285 7286 7290 7291 7295 7296 7300 7301 7305 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Member Label M21 M21 M21 M21 M21 M21 M21 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 1 5 M22 1 5 M22 1 5 M22 1 1 1 5 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 I 1 0 5 0 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .014 .014 .014 .014 .014 .014 7.474 7.474 .014 .014 7.447 7.447 .014 .014 .049 .049 .095 .095 .049 .049 .049 .049 .049 .049 .083 .083 .083 .083 .083 .083 6.154 6.154 .541 -.541 6.056 -6.056 .639 .639 4.662 4.662 .359 .359 -4.496 -4.496 .526 .526 4.662 4.662 .359 .359 -4.496 4.496 .526 .526 v Shearfkl .254 .119 .254 .119 .254 -.119 .119 .254 .214 .159 .388 .016 .293 .079 0 0 .183 .697 1.304 2.251 .183 .697 .183 .697 .183 .697 1.024 1.863 1.024 1.863 1.024 1.863 .156 -.724 .13 .75 .21 .669 .236 .643 1.003 1.883 .984 1.903 1.044 1.842 1.064 1.823 1.003 1.883 .984 1.903 1.044 1.842 1.064 1.823 z Shearfkl 0 0 0 0 0 0 .201 .201 .321 .321 .199 .199 .323 .323 0 0 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .134 .134 .098 .098 .124 .124 .088 .088 .101 .101 .074 .074 .092 .092 .065 .065 .101 .101 .074 .074 .092 .092 .065 .065 Torauef k -ftl .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .005 .005 .005 .005 0 0 .021 .021 .044 .044 .021 .021 .021 .021 .021 .021 .038 .038 .038 .038 .038 .038 .021 .021 .025 .025 .021 .021 .017 .017 .038 .038 .041 .041 .038 .038 .035 .035 .038 .038 .041 .041 .038 .038 .035 .035 v -v Momentfk...z -z Momentfk.. O .149 .004 .237 0 .149 .004 .237 O .149 .004 .237 .768 .974 .084 .786 1.347 .236 .018 .02 .767 1.272 .077 .313 1.348 .062 .025 .493 0 0 0 0 .022 1.081 .021 1.049 .019 .939 .02 4.582 .022 1.081 .021 1.049 .022 1.081 .021 1.049 -.022 1.081 .021 1.049 .02 .434 .02 3.699 -.02 .434 .02 3.699 .02 .434 .02 3.699 .548 .828 .592 1.535 .417 1.505 .415 1.077 .503 -1.334 .551 .564 .372 .657 .373 1.022 .414 .624 .448 4.063 .316 .116 .316 3.719 .375 .244 -.408 3.335 .276 .752 .276 3.678 .414 .624 .448 4.063 .316 .116 .316 3.719 .375 .244 .408 3.335 .276 .752 .276 3.678 RISA -3D Version 8.0 3 [T Calcs Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 107 1 1 1 1 1 1 r 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 17306 22 17310 17311 23 17315 7316, 24 7320 7321 25 7325 7326 26 7330 7331 27 7335 7336 28 7340 7341 29 7345 7346 30 7350 7351 31 7355 7356 32 7360 7361 33 73651 7366 34 7370 7371 35 7375 7376 36 7380 7381 37 7385 7386 38 7390 7391 39 7395 7396 40 7400 7401 41 7405 7406 42 7410 7411 43 7415 7416 44 7420 74211 45 74251 7426 46 7430 7431 47 7435 7436 48 7440 7441 49 7445 1 Member Label M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... 4.662 1.003 .101 .038 .414 I .624 4.662 1.883 .101 .038 .448 I 4.063 .359 .984 .074 .041 .316 .116 .359 1.903 .074 .041 .316 3.719 -4.496 1.044 .092 .038 .375 .244 -4.496 1.842 .092 .038 .408 3.335 .526 1.064 .065 .035 .276 .752 .526 1.823 .065 .035 .276 3.678 6.134 .082 .132 .012 .539 .395 6.134 .445 .132 .012 .584 1.115 .561 .057 .096 .016 .408 1.072 .561 .471 .096 .016 .407 .657 -6.076 .137 .126 .012 .512 .902 -6.076 .391 .126 .012 .559 .144 .619 .163 .09 .009 .381 .225 .619 .365 .09 .009 .382 .602 .068 .256 .007 .029 .031 1.513 .068 .975 .007 .029 .029 1.469 .132 2.013 .005 .063 .021 1.935 .132 -3.324 .005 .063 .023 6.912 .132 2.013 .005 .063 .021 1.935 .132 3.324 .005 .063 .023 6.912 .132 2.013 .005 .063 .021 1.935 .132 -3.324 .005 .063 .023 6.912 .081 .78 .006 .037 .025 .287 .081 1.613 .006 .037 .024 3.026 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836- .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .081 .78 .006 .037 .025 .287 .081 1.613 .006 .037 .024 3.026 .059 .219 .006 .025 .027 1.297 .059 -.836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 -.836 .006 .025 .025 1.259 .081 .78 .006 .037 .025 .287 .081 1.613 .006 .037 .024 3.026 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 .027 1.297 .059 .836 .006 .025 .025 1.259 .059 .219 .006 .025 -.027 -1.297 .059 -.836 .006 .025 .025 1.259 .081 .78 .006 .037 .025 .287 .081 1.613 .006 .037 .024 3.026 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 108 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 7446 7450 7451 7455 7456 7460 7461 7465 7466 7470 7471 7475 7476 7480 7481 7485 7486 7490 7491 7495 7496 7500 7501 7505 7506 7510 7511 7515 7516 7520 7521 7525 7526 7530 7531 7535 7536 7540 7541 7545 7546 7550 7551 7555 7556 7560 7561 7565 17566 X7570 7571 7575 7576 7580 7581 7585 LC 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label Sec M22 1 5 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M23 M23 M23 M23 M23 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 .081 8.803 8.803 .761 .761 -8.64 -8.64 .924 .924 .044 .044 .044 .044 .044 .044 .044 .044 8.765 8.765 .799 .799 -8.678 -8.678 .887 .887 0 0 .092 .092 .044 .044 .092 .092 .092 .092 v Shearfkl .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .78 1.613 .741 1.652 .704 1.689 .819 1.574 .856 1.538 .165 .627 .165 .627 .165 .627 .165 -.627 .126 .666 .089 .703 .204 .588 .24 .551 0 0 .412 .872 .599 1.329 .412 .872 .412 .872 z Shearfkl .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .19 .19 .138 .138 .179 .179 .127 .127 .005 .005 .005 .005 .005 .005 .005 .005 .189 .189 .137 .137 .18 .18 .128 .128 0 0 .009 .009 .005 .005 :009 .009 .009 .009 Torauefk -ftl .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .037 .042 .042 .037 .037 .031 .031 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .024 .024 .019 .019 .013 .013 0 0 .04 .04 .04 .04 .04 .04 .04 .04. v -v Momentfk...z -z Momentfk... .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .025 .287 .024 3.026 .776 .075 .84 3.719 .589 .892 .587 3.065 .726 .649 .792 2.332 .539 .318 .539 2.986 .02 .973 .019 .944 .02 -.973 .019 .944 .02 .973 .019 .944 .02 .973 .019 .944 .771 .611 .835 1.638 .584 1.578 .582 .983 .731 1.335 .797 .25 .544 .368 .544 .905 0 0 0 0 .03 .943 .009 1.666 .018 1.85 .005 2.528 -.03 -.943 .009 1.666 .03 .943 .009 1.666 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 109 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 1 1 Member Section Forces (Continued) 7586 7590 7591 7595 7596 7600 7601 7605 7606 7610 7611 7615 7616 7620 7621 7625 7626 7630 7631 7635 7636 7640 7641 7645 7646 7650 7651 7655 7656 7660 7661 7665 7666 7670 7671 7675 7676 7680 7681 7685 7686 7690 7691 7695 7696 7700 7701 7705 7706 7710 7711 7715 7716 7720 7721 7725 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M23 1 5 M23 1 5 M23 1 5 M23 1 5 M23 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 I 5 1 Axialfkl .092 .092 .056 .056 .056 .056 .056 .056 8.289 8.289 2.981 2.981 -8.105 -8.105 3.165 3.165 6.203 6.203 -2.249 2.249 -6.092 -6.092 2.361 2.361 6.203 6.203 2.249 2.249 -6.092 -6.092 2.361 2.361 6.203 6.203 -2.249 2.249 -6.092 -6.092 2.361 2.361 8.252 8.252 -3.018 -3.018 -8.142 -8.142 3.128 3.128 .129 .129 .033 .033 .033 .033 .033 .033 v Shearfkl .412 .872 .346 1.215 .346 1.215 .346 1.215 .626 1.086 .65 1.111 .198 .658 .174 .634 .186 -1.375 .168 1.393 .507 -1.054 .525 1.036 .186 1.375 .168 1.393 .507 1.054 .525 1.036 .186 1.375 .168 1.393 .507 1.054 .525 1.036 .461 .737 .485 .762 .033 .309 .009 .285 .577 1.221 1.123 1.777 1.123 1.777 1.123 1.777 z Shearfkl .009 .009 .006 .006 .006 .006 .006 .006 .201 .201 .468 .468 .182 .182 .486 .486 .15 .15 .352 .352 .138 .138 .364 .364 .15 .15 .352 .352 .138 .138 .364 .364 .15 .15 .352 .352 .138 .138 .364 .364 .197 .197 .472 .472 .186 -.186 .483 .483 .013 .013 .005 .005 .005 .005 .005 .005 Torauefk -ftl v -v Momentfk...z -z Momentfk.. .04 .04 .04 .04 .04 .04 .04 .04 .03 .03 .139 .139 .051 .051 .058 .058 .033 .033 .114 .114 .048 .048 .034 .034 .033 .033 .114 .114 .048 .048 .034 .034 .033 .033 .114 .114 -.048 -.048 .034 .034 .014 -.014 -.123 .123 .034 .034 .074 .074 .057 .057 .048 .048 .048 .048 .048 .048 .03 .009 .021 .006 .021 .006 .021 .006 .81 .044 1.811 .178 .75 .025 1.871 .196 .606 .032 1.36 .134 .564 -.02 1.401 .146 .606 .032 1.36 .134 .564 .02 1.401 .146 .606 .032 1.36 .134 .564 .02 1.401 .146 .798 .04 1.823 .181 .762 .029 1.859 .193 .042 .013 .016 .004 .016 .004 .016 .004 .943 1.666 1.152 2.313 1.152 2.313 1.152 2.313 1,778 1.739 1.399 2.223 .107 1.592 .487 1.109 .525 2.368 .81 2.73 1.778 2.257 1.494 1.895 .525 2.368 .81 2.73 1.778 2.257 1.494 1.895 .525 2.368 .81 2.73 1.778 2.257 1.494 1.895 1.401 1.073 1.022 1.556 .27 .926 .11 .442 1.32 2.332 3.337 3.379 3.337 3.379 3.337 3.379 RISA 3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 110 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 7726 34 7730 7731 35 7735 7736 36 7740 7741 37 7745 7746 38 7750 7751 39 7755 7756 40 7760 7761 41 7765 7766 42 7770 7771 43 7775 7776 44 7780 7781 45 7785 7786 46 7790 7791 47 7795 7796 48 7800 7801 49 7805 7806 50 7810 7811 51 7815 7816 52 7820 7821 53 7825 7826 54 7830 7831 55 7835 7836 56 7840 7841 57 7845 7846 58 7850 78511 59 78551 78561 60 78601 78611 61 78651 1 1 Member Label Sec M23 1 5 1 5 I 1 1 5 1 5 1 5 1 5 1 5 1 5 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M23 I 1 I 5 M23 I 1 5 1 Axialfkl .086 .086 .11 .11 .11 .11 .11 .11 11 .11 .086 .086 .11 .11 .11 .11 .11 .11 .11 .11 .086 .086 .11 .11 .11 .11 .11 .11 .11 .11 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 .086 11.796 11.796 v Shearfkl .011 1.275 .494 1.047 .494 1.047 .494 1.047 .494 1.047 .011 1.275 .494 1.047 .494 1.047 .494 1.047 .494 1.047 .011 1.2 .494 1.047 .494 1.047 .494 1.047 .494 1.047 .011 1.275 .011 1.275 .011 1.275 .011 1.275 .011 1.275 .011 1.275 .011 1.275 .011 -1.275 .011 1.275 .011 1.275 .011 1.275 .011 1.275 .294 1.581 z Shearr .009 .009 .011 .011 .011 .011 .011 .011 .011 .011 .009 .009 .011 .011 .011 .011 .011 .011 .011 .011 .009 .009 .011 .011 .011 .011 .011 .011 .011 .011 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .283 .283 Torauefk ftl v v Momentfk...z z .048 .048 .049 .049 .049 .049 .049 .049 .049 .049 .048 .048 .049 .049 .049 .049 .049 .049 .049 .049 .048 .048 .049 .049 .049 .049 .049 .049 .049 .049 -.048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 .048 -.048 -.048 .048 .034 .034 .03 .009 .036 .011 .036 .011 .036 .011 .036 .011 .03 .009 .036 .011 .036 .011 .036 .011 .036 .011 .03 .009 .036 .011 .036 .011 .036 .011 .036 .011 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 .03 .009 1.144 .058 Momenj. .265 2.43 1.131 1.999 1.131 1.999 1.131 1.999 1.131 1.999 .265 2.43 1.131 1.999 1.131 1.999 1.131 1.999 1.131 1.999 .265 2.43 1.131 1.999 1.131 1.999 1.131 1.999 1.131 1.999 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .265 2.43 .928 2.536 1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 111 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 7866 7870 7871 7875 7876 7880 7881 7885 7886 7890 7891 7895 7896 7900 7901 7905 7906 7910 7911 7915 7916 7920 7921 7925 7926 7930 17931 17935 7936 7940 7941 7945 7946 7950 7951 7955 7956 7960 7961 7965 7966 7970 7971 7975 7976 7980 7981 7985 7986 7990 7991 7995 7996 8000 8001 8005 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl -4.303 -4.303 11.623 11.623 4.476 4.476 .083 .083 .083 .083 .083 .083 .083 .083 11.793 11.793 -4.307 -4.307 11.627 11.627 4.473 4.473 0 0 .047 .047 .023 .023 .047 .047 .047 .047 .047 .047 .029 .029 .029 .029 .029 .029 4.53 4.53 3.052 3.052 -4.436 -4.436 3.146 3.146 3.391 3.391 2.295 2.295 -3.333 3.333 2.353 2.353 v Shearfkl 329 1.616 .317 .969 .352 .935 .371 .785 .371 .785 .371 .785 .371 .785 .676 1.091 .711 1.126 .065 .479 .03 .445 0 0 .14 .587 .204 2.031 .14 .587 .14 .587 .14 .587 .188 1.67 .188 1.67 .188 1.67 .387 .834 .324 .77 .107 .339 .043 .403 .373 1.856 .325 1.808 .002 1.485 .05 1.532 z Shearfkl .672 .672 -.265 .265 .691 .691 .008 .008 .008 .008 .008 .008 .008 .008 .282 .282 .673 .673 .265 .265 .69 .69 0 0 .003 .003 .005 .005 .003 -.003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .21 .21 .551 .551 -.217 -217 .558 -.558 .163 .163 .419 .419 .157 -.157 .413 -.413 Torauefk -ftl .189 .189 .063 -.063 .092 .092 .036 .036 -.036 .036 .036 .036 .036 .036 .022 .022 .177 .177 .051 .051 .104 .104 0 0 .083 .083 .016 .016 .083 .083 .083 .083 .083 .083 .009 .009 .009 .009 -.009 .009 .093 .093 .147 -.147 .074 -.074 .02 .02 .016 .016 -.056 .056 .001 .001 .039 .039 v -v Momentfk...z -z 2.6 .258 1.085 .04 2.66 .276 .027 .008 -.027 .008 .027 .008 .027 .008 1.142 .058 2.603 .259 1.088 .041 2.657 .275 0 0 .011 .003 .003 .019 .011 .003 .011 .003 .011 .003 0 .014 0 .014 0 .014 .849 .045 2.372 -.03 .871 .052 2.394 .023 .644 .05 -1.787 .006 .645 .022 1.787 .034 Momentfk.. .386 3.226 1.459 2.325 .916 1.634 .849 1.499 .849 1.499 .849 1.499 .849 1.499 -2.042 1.605 1.5 2.295 .345 1.394 .197 .703 0 0 .462 .983 .912 3.113 .462 .983 .462 .983 .462 .983 .8 2.581 .8 2.581 .8 2.581 1.231 1.265 .915 1.31 .307 .701 .009 .656 1.376 2.792 1.14 2.826 .223 2.369 .46 2.335 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 112 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 8006 8010 8011 8015 8016 8020 8021 8025 8026 8030 8031 8035 8036 8040 8041 8045 8046 8050 8051 8055 8056 8060 8061 8065 8066 8070 8071 8075 8076 8080 8081 8085 8086 8090 8091 8095 8096 8100 8101 8105 8106 8110 8111 8115 8116 8120 8121 8125 8126 8130 8131 8135 8136 8140 8141 8145 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 Sec Axialfkl v Shearfkl z Shearfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 3.391 3.391 2.295 2.295 3.333 3.333 2.353 2.353 3.391 3.391 2.295 2.295 -3.333 3.333 2.353 2.353 4.511 4.511 -3.071 3.071 -4.455 -4.455 3.127 3.127 .066 .066 .018 .018 .018 .018 .018 .018 .044 .044 .056 .056 .056 .056 .056 .056 .056 .056 .044 .044 .056 .056 .056 .056 .056 .056 .056 .056 .044 .044 .056 .056 .373 1.856 .325 1.808 .002 -1.485 .05 1.532 .373 1.856 .325 1.808 .002 1.485 .05 1.532 .331 .599 .268 -.536 .163 .105 .1 .168 .196 .821 .27 3.015 .27 3.015 .27 -3.015 .2 -1.426 .168 .704 .168 .704 .168 .704 .168 .704 .2 1.426 .168 .704 .168 .704 .168 .704 .168 .704 .2 1:426 -.168 .704 .163 .163 .419 .419 .157 -.157 .413 .413 .163 .163 .419 .419 -.157 .157 .413 .413 .212 .212 .552 .552 .216 .216 .556 .556 .005 .005 .01 .01 .01 .01 .01 .01 0 0 .004 .004 .004 .004 .004 .004 .004 .004 0 0 .004 .004 .004 .004 .004 .004 .004 .004 0 0 .004 .004 Torauefk ftl v v Moment kL.. z z Momentfk... .016 .644 1.376 .016 .05 2.792 .056 1.787 1.14 .056 .006 2.826 .001 .645 -223 .001 .022 2.369 .039 1.787 46 .039 .034 2.335 .016 .644 1.376 .016 .05 2.792 .056 1.787 1.14 .056 .006 2.826 .001 .645 -.223 .001 .022 2,369 .039 1.787 .46 .039 .034 2.335 .06 .853 1.046 .06 .046 .872 .113 2.376 .73 .113 .028 .917 .04 .866 .491 .04 -.05 .307 .013 2.389 .176 .013 .025 .7P7___ .117 .016 .647 .117 .004 1.376 .06 .01 1.275 .06 .032 4.588 .06 .01 1 275 .06 .032 4.588 .06 .01 1.275 .06 .032 4.588 .05 .006 78 .05 .007 2.745_ .1 .013 .554 .1 .004 1 -179 .1 .013 55x1_ .1 .004 1_179 .1 .013 .554 .1 .004 1 179 .1 -013 554 .1 .004 1.179 .05 .006 .78 .05 .007 2.245 .1 .013 .554 .1 .004 1 179 .1 .013 .554 .1 .004 1.179 .1 .013 .554 .1 .004 1.179 .1 .013 .554 -1 .004 1.179 -.05 .006 .78 .05 .007 2.245 .1 .013 .554 .1. .004 1.179 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 113 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 8146 8150 8151 8155 8156 8160 8161 8165 8166 8170 8171 8175 8176 8180 8181 8185 8186 8190 8191 8195 8196 8200 8201 8205 8206 8210 8211 8215 8216 8220 8221 8225 8226 8230 8231 8235 8236 8240 8241 8245 8246 8250 8251 8255 8256 8260 8261 8265 8266 8270 8271 8275 8276 8280 8281 8285 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M25 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 I 1 5 1 5 I 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk.. .056 _168 .004 .1 .013 .554 .056 /04 .004 .1 .004 1.179 .056 .168 .004 .1 .013 .554 .056 .704 .004 .1 .004 1.179 .056 .168 .004 .1 .013 .554 .056 .704 .004 .1 .004 1.179 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05. .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 I .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 -.05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 .044 .2 0 .05 .006 .78 .044 1.426 0 .05 .007 2.245 6.448 .553 .306 .064 1.222 1.878 6.448 1.78 .306 .064 .077 2.648 4.383 .462 .792 .14 -3.398 1.427 4.383 1.689 .792 .14 .03 2.712 6.36 .153 .305 .036 1.234 .318 6.36 1.073 .305 .036 .062 1.841 4.472 .062 .792 .04 3.41 .132 4.472 -1.164 .792 .04 .045 1.777 .042 .126 .003 .075 .01 .416 .042 .528 .003 .075 .003 .885 .042 .126 .003 .075 .01 .416 .042 .528 .003 .075 .003 .885 .042 .126 .003 .075 .01 .416 .042 .528 .003 .075 .003 .885 .042 .126 .003 .075 .01 -.416 .042 .528 .003 .075 .003 .885 6.446 .479 .302 .089 1.218 1.514 6.446 .881 .302 .089 .066 1.288 4.385 .388 .789 .165 -3.394 1.063 -4.385 .79 .789 -.165 .041 1.352 6.362 .227 -.308 -.061 1.238 .682 -6.362 .175 .308 .061 .072 .481 4.47 .136 .795 .015 3.414 .232 4.47 .266 .795 .015 .035 .417 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 114 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label Sec Axialfkl 8286 2 I M25 8290 I 82911 3 I M25 82951 I 8296 4 I M25 8300 I 8301 5 I M25 8305 8306 6 I M25 8310 I 8311 7 I M25 8315 I 8316 8 I M25 8320 I 8321 9 I M25 8325 I 8326 10 I M25 8330 I 8331 11 I M25 8335 I 8336 12 I M25 8340 I 8341 13 I M25 8345 I 8346 14 I M25 8350 I 8351 15 I M25 8355 I 8356 16 I M25 8360 I 8361 17 I M25 8365 I 8366 18 I M25 8370 I 8371 19 I M25 8375 I 8376 20 I M25 8380 1 8381 21 I M25 8385 I 8386 22 I M25 8390 I 8391 23 I M25 8395 I 8396 24 I M25 8400 I 8401 25 I M25 8405 I 8406 26 I M25 8410 I 8411 27 .I M25 8415 I 8416 28 I M25 8420 I 8421 29 I M25 8425 I 1 .015 .015 .003 .003 .015 .015 .015 .015 .015 .015 .006 .006 .006 .006 .006 .006 5.238 5.238 .015 .015 -5.207 -5.207 .015 .015 3.923 3.923 .006 .006 -3.911 -3.911 .006 .006 3.923 3.923 .006 .006 -3.911 -3.911 .006 .006 3.923 3.923 .006 .006 -3.911 3.911 .006 .006 5.231 5.231 .009 .009 -5.213 5.213 .009 .009 v Shearfkl .132 .554 .508 2.161 .132 .554 .132 .554 .132 .554 .414 1.759 .414 1.759 .414 1.759 .226_ .649 .16 .582 .038 .46 .104 .527 .485 1.83 .435 1.78 .343 1.689 .393 1.738 .485 1.83 .435 1.78 .343 1.689 .393 1.738 .485 1.83 .435 1.78 .343 1.689 .393 1.738 .174 .427 .107 .36 .015 .238 .051 .305 z Shearfkl .001 .001 .007 .007 .001 .001 .001 .001 .001 .001 .006 .006 .006 .006 .006 .006 .141 .141 .224 .224 .139 .139 .226 .226 .111 .111 .163 .163 .099 .099 .175 .175 .111 .111 .163 .163 .099 .099 .175 .175 .111 .111 .163 .163 .099 .099 .175 .175 .14 .14 .225 .225 .139 .139 .226 .226 Torauefk ftl v v Momentfk...z z Moment k... .006 .006 .087 .087 .006 .006 .006 .006 .006 .006 .067 .067 .067 .067 .067 .067 .007 .007 .006 .006 .006 .006 .006 .006 .068 .068 .067 .067 .067 .067 .067 067 .068 .068 .067 .067 .067 .067 .067 .067 .068 .068 .067 .067 .067 .067 .067 .067 .004 .004 .004 .004 .003 .003 .004 .004 .004 .009 .001 .032 .004 .009 .004 .009 .004 .009 .002 .026 .002 .026 .002 .026 .061 .659 .011 .965 .053 .642 .019 .982 .044 .514 .009 .703 .04 .461 .013 .756 .044 .514 .009 .703 .04 .461 .013 .756 .044 .514 .009 .703 .04 .461 .013 .756 .059 .655 .013 .968 :054 .645 .017 .978 .263 1.292 2.033 4.336 .263 1.292 .263 1.292 .263 1.292 1.591 3.575 1.591 3.575 1.591 3.575 .648 1.308 .084 1.59 .122 1.276 -.442 .994 1.879 3.587 1.456 3.798 1.302 3.563 1.725 3.351 1.879 3.587 1.456 3.798 1.302 3.563 1.725 3.351 1.879 3.587 1.456 3.798 -1.302 3.563 1.725 3.351 .543 .791 .022 1.073 .227 .759 .337 .478 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 115 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 8426 8430 8431 8435 8436 8440 8441 8445 8446 8450 8451 8455 8456 8460 8461 8465 8466 8470 8471 8475 8476 8480 8481 8485 8486 8490 8491 8495 8496 8500 8501 8505 8506 8510 8511 8515 8516 8520 8521 8525 8526 8530 8 531 8 535 8536 8540 8 541 8 545 8 546 8550 8551 8555 8556 8560 8561 8565 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M25 M25 M25 M25 M25 M25. M25 M25 M25 M25 Mn. M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M75 M25 M75 M25 M25 M25 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl .022 .022 .001 .001 .001 .001 .001 .001 .012 .012 .018 .018 .018 .018 .018 .018 .018 .018 .012 .012 .018 .018 .018 .018 018 018 .018 .018 .012 .012 018 018 .018 .018 018 .018 .018 .018 .012 .012 .012 .012 012 012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 v Shearfkl z Shearfkl Torquefk ft1 v y Momentfk...z z Moment k... .185 I .002 .009 I .006 .368 .776 I .002 .009 .012 1.809 .76 .011 .137 0 3.148 3.236 I .011 .137 .049 6.42 -.76 .011 .137 0 3.148 -3.236 .011 .137 .049 6.42 .76 .011 .137 0 -3.148 3.236 .011 _137 .049 6.42 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 -.315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 .315 -.665 .001 .007 .01 1.55 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 .315 .665 .001 .007 01 1.55 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 .158 .001 .007 .005 .315 .665 .001 .007 .01 1.55 -.158 .001 -.007 .005 .315 -.665 .001 .007 .01 1.55 .347 .004 .048 .003 -1.201 1.469 .004 .048 .022 3.072 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 -.347 .004 .048 003 1.201 1.469 .004 .048 .022 3.072 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 .347 .004 .048 .003 1.201 1.469 .004 NO 022 3.072 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 -.347 004 .048 .003 1 .201 I -1.469 .004 .048 .022 3.072 .347 .004 .048 .003 1.201 1.469 .004 .048 .022 3.072 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 116 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 8566 8570 8571 8575 8576 8580 8581 8585 8586 8590 8591 8595 8596 8600 8601 8605 8606 8610 8611 8615 8616 8620 8621 8625 8626 8630 8631 8635 8636 8640 8641 8645 8646 8650 8651 8655 8656 8660 8661 8665 8666 8670 8671 8675 8676 8680 8681 8685 8686 8690 8691 8695 8696 8700 8701 8705 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shea rfkl .012 1 .347 .012 1.469 .012 .347 .012 1.469 .012 -.347 .012 1.469 7.473 .481 7.473 1.603 .012 .386 .012 1.508 7.448 .212 7.448 1.334 .012 .307 .012 1.429 .014 .119 .014 .499 .014 .119 .014 .499 .014 .119 .014 .499 .014 .119 .014 .499 7.474 .254 7.474 .634 .014 .159 .014 .539 7.447 .016 7.447 .364 .014 .079 .014 .459 0 0 0 0 .005 .891 .005 .445 .031 2.069 .031 .241 .005 .891 .005 .445 .005 .891 .005 .445 .005 .891 .005 .445 .025 1.775 .025 .292 .025 1.775 .025 .292 .025 1.775 .025 .292 1.651 .835 1.651 .389 3.269 1.069 3.269 .623 1.642 .948 1.642 .501 3.259 .714 3.259 I .267 z Shearfkl .004 .004 .004 .004 .004 .004 .204 .204 .318 .318 .195 .195 .326 .326 0 0 0 0 0 0 0 0 .201 .201 .321 .321 .199 .199 .323 .323 0 0 .007 -.007 .001 .001 .007 .007 .007 .007 .007 .007 .003 .003 .003 .003 .003 .003 .206 .206 .542 .542 .219 .219 .555 .555 Tom uefk -ftl .048 .048 .048 .048 .048 .048 .049 .049 .048 .048 .047 .047 .048 .048 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 -.006 .006 .005 .005 .005 .005 0 0 .009 -.009 .142 .142 .009 .009 .009 .009 .009 .009 .104 .104 .104 .104 .104 .104 .005 .0Q5 .057 .057 .014 .014 .076 -.076 v -v Momentfk...z -z Momentfk... .003 .022 .003 .022 .003 .022 .084 .951 -.018 1.368 .077 .907 .025 1.412 .004 .008 .004 .008 .004 .008 .004 .008 .084 .937 -.018 1.382 .077 921 .025 1.398 0 0 .013 .015 .004 .009 .013 .015 .013 .015 .013 .015 0 .011 0 .011 0 .011 .021 .896 .185 2.118 .006 -.926 .212 2.148 1.201 3.072 1.201 3.072 1.201 3.072 1.751 3.095 .945 3.497 .651 3.049 -1.457 2.647 .237 1.163 .237 1.163 .237 1.163 .237 1.163 .786 1.186 .02 1.588 .313 1.14 .493 .738 0 0 .968 1.772 3.153 1.034 .968 1.772 .968 1.772 .968 1.772 2.607 1.218 2.607 1.218 2.607 1.218 1.004 1.497 1.27 2.225 .932 2.047 .666 1.319 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 117 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 8706 14 8710 8711 15 8715 8716 16 8720 8721 17 8725 8726 18 8730 8731 19 8735 8736 20 8740 8741 21 8745 8746 22 8750 8751 23 8755 8756 24 8760 8761 25 8765 8766 26 8770 8771 27 8775 8776 28 8780 18781 29 8785 8786 30 8790 8791 31 8795 8796 32 8800 8801 33 8805 8806 34 8810 8811 35 8815 8816 36 8820 8821 37 8825 8826 38 8830 8831 39 8835 8836 40 8840 8841 41 88451 Member Label M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk -ftl v -v Momentfk.. z -z Momentfk... 1.26 1/33 .157 .108 .006 2.634 1.26 .25 .157 .108 .673 1.012 2.473 1.908 .409 .154 .148 2.833 2.473 .426 .409 .154 1.589 1.558 1.21 1.817 .162 .101 .005 2.58 1.21 .335 .162 .101 .694 1.425 2.423 1.642 .414 .055 .149 2.38 2.423 .159 -.414 .055 1.61 .879 1.26 1.733 .157 .108 .006 2.634 1.26 .25 .157 .108 .673 1.012 -2 .173 1.908 .409 .154 .148 2.833 -2.473 .426 .409 .154 1.589 1.558 1.21 1.817 .162 .101 .005 2.58 1.21 .335 .162 .101 .694 1.425 2.423 1.642 .414 .055 .149 2.38 2.423 .159 .414 .055 1.61 .879 1.2R 1.733 .157 .108 .006 2.634 1.26 .25 .157 .108 .673 1.012 2.473 1.908 .409 .154 .148 2.833 2.473 .426 .409 .154 1.589 1.558 1.21 1.817 .162 .101 .005 2.58 1.21 .335 .162 .101 .694 1.425 2.423 1.642 .414 .055 .149 2.38 2.423 .159 .414 .055 1.61 .879 -1.65 .479 .209 .001 .016 .617 1.65 .211 .209 .001 .902 .788 3.267 .713 .545 .061 .19 .883 -3.267 .445 .545 .061 2.124 1.516 1.644 .591 .217 .01 0 .545 1.644 .323 .217 .01 -.92 1.338 3.261 .357 .553 .072 .207 .279 3.261 .089 .553 .072 2.142 .61 .007 1.248 .009 .013 .019 1.355 .007 .623 009 .013 .021 2.48 .048 2.954 0 .232 .011 4.657 .048 .208 0 .232 .009 .946 .048 2.954 0 .232 -.011 4.657 .048 .208 0 .232 -.009 .946 .048 2.954 0 .232 .011 4.657 .048 .208 0 .232 .009 .946 .019 1.659 .005 .065 .008 2.254 -.019 .432 .005 .065 .015 1.757 .006 1.07 .008 .011 .016 1.162 .006 .534 .008 .011 .018 -2.126 .006 1.07 .008 .011 .016 1.162 .006 .534 .008 .011 .018 2.126 .006 1.07 .008 .011 .016 1.162 .006 .534 .008 .011 .018 2.126 .006 1.07 .008 -.011 .016 1.162 .006 .534 .008 -.011 .018 2.126 .019 1.659 -.005 .065 .008 2.254 .019 .432 .005 .065 .015 1.757 .006 '1.07 .008 .011 .016 1.162 .006 .534 .008 .011 .018 2.126 -.006 1.07 .008 .011 .016 1.162 .006 .534 .008 .011 .018 2.126 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 118 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 1 18846 18850 8851 8855 8856 18860 18861 18865 118866 8870 18871 18875 8876 18880 18881 8885 8886 8890 18891 18895 18896 18900 18901 18905 18906 18910 18911 18915 18916 18920 18921 18925 1 8926 1 8930 1 8931 1 8935 1 8936 8940 18941 18945 18946 18950 18951 18955 18956 18960 18961 18965 18966 18970 18971 8975 8976 8980 18981 18985 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 1 69 1 1 Member Label M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 Sec Axialfkl .006 .006 .006 .006 .019 .019 .006 .006 .006 .006 .006 .006 .006 .006 .019 .019 .019 .019 .019 .019 .01.9 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 -.019 2.371 2.371 -4.682 -4.682 2.333 2.333 4.644 4.644 .004 .004 .004 .004 .004 .004 .004 -.004 2.357 2.357 v Shearfkl 1.07 .534 1.07 .534 1.659 .432 1.07 .534 1.07 .534 1.07 .534 1.07 .534 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.659 .432 1.578 .352 1.912 .686 1.739 .513 1.405 .178 .802 .4 .802 .4 .802 .4 .802 .4 .722 .32 z Shearfkl .008 .008 .008 .008 .005 .005 .008 .008 .008 .008 .008 .008 -.008 .008 ..005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .298 .298 .778 .778 .309 .309 .789 .789 .006 .006 .006 .006 .006 .006 .006 -.006 .298 .298 Torauefk ftl v v Momentfk...z z Momentfk... .011 .011 .011 .011 .065 .065 .011 .011 .011 .011 .011 .011 .011 .011 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 .065 065 .065 .065 .065 .065 065 .065 .065 .065 .065 .065 .071 .071 .16 .16 .058 .058 .03 .03 .008 .008 .008 .008 .008 .008 .008 .008 .002 .002 .016 .018 .016 .018 .008 .015 .016 .018 .016 .018 .016 .018 .016 .018 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .008 .015 .018 1.287 .276 3.032 .003 1.316 .291 -3.062 .012 .013 .012 .013 .012 .013 .012 -.013 .023 1.288 1.162 2.126 1.162 2.126 2.254 1.757 1.162 2.126 1.162 2.126 1.162 2.126 1.162 2.126 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.254 1.757 2.305 1.364 2.685 2.405 2.203 -2.15 1.823 1.11 .871 1.595 .871 1.595 .871 1.595 .871 -1.595 .922 1.202 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 119 1 1 i i i 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 8986 8990 8991 8995 8996 9000 9001 9005 9006 9010 9011 9015 9016 9020 9021 9025 9026 9030 9031 9035 9036 9040 9041 9045 9046 9050 9051 9055 9056 9060 9061 9065 9066 9070 9071 9075 9076 9080 9081 9085 9086 9090 9091 9095 9096 9100 9101 9105 9106 9110 9111 9115 9116 9120 9121 9125 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M26 M26 M26 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M79 M79 M29 M29 M29 M29 M29 M29 M79 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearrkl z Shearrkl -4.667 1.056 .778 -4.667 .654 .778 2.348 .883 .31 2.348 481 .31 4.658 .549 .79 4.658 .147 .79 0 0 0 0 0 0 .903 .033 .002 .771 .029 .002 2.346 .031 .009 2.214 .031 .009 .903 .033 .002 .771 .029 .002 .903 .033 .002 .771 .029 .002 .903 .033 .002 .771 .029 .002 1.985 .032 .006 1.853 .03 .006 1.985 .032 .006 1.853 -.03 .006 1.985 .032 .006 1.853 ,03 .006 -6.153 .041 .003 -6.285 .021 .003 .912 .036 .005 78 .026 .005 7.959 .026 0 7.828 .036 0 .894 .03 .009 .762 .032 .009 -3.307 .037 .005 3.439 .025 .005 1.992 .034 .011 1.86 .028 .011 7.277 .026 .007 7.146 .036 .007 1.978 .03 .001 1.847 .032 .001 -3.307 .037 -.005 -3.439 .025 -.005 1.992 .034 .011 1.86 .028 .011 7.277 .026 .007 7.146 .036 .007 1.978 .03 .001 1.847 .032 .001 -3.307 .037 .005 -3.439 .025 .005 1.992 .034 ..011 1.86 .028 .011 7.277 .026 -.007 7.146 .036 .007 1.978 .03 .001 1.847 .032 .001 .087 .015 015 103 .103 0 0 :014 .014 012 .012 .014 .014 .014 .014 .014 014 .013 013 .013 .013 013 013 .003 .003 .021 .021 .031 031 .049 .049 0 0 .013 .013 .026 .026 .039 039 0 0 .013 .013 .026 026 .039 .039 0 0 .013 -.013 .026 .026 .039 .039 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Torauerk -ftl y-v MomentF .087 I .271 3.034 .001 1.315 .296 3,06 0 0 .043 .023 .01 .079 .043 -.023 .043 .023 .043 .023 .003 .065 .003 .065 .003 .065 .066 .031 .149 .196 .02 .016 .063 .149 .02 .071 .083 .194 .014 .059 .076 .064 .02 -.071 .083 .194 .014 .059 .076 .064 .02 .071 .083 .194 .014 .059 .076 .061_ z z Moment k... 1.303 -2.242 .82 1.987 .44 .947 0 0 .058 .035 .061 .057 .058 .035 .058 .035 .058 .035 .06 .052 .06 .052 .06 .052 .007 .089 .068 .017 .108 .159 .047 .054 .023 .041 .068 .038 .098 .144 .052 .065 .023 -.041 .068 .038 .098 .144 .052 .065 .023 .041 .068 .038 .098 .144 .052 .065 Page 120 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19126 26 19130 19131 27 19135 9136 28 9140 9141 29 9145 9146 30 9150 91511 31 91551 91561 32 9160 9161 33 9165 9166 34 9170 9171 35 9175 9176 36 9180 9181 37 9185 9186 38 9190 9191 39 9195 9196 40 9200 9201 41 9205 9206 42 9210 9211 43 9215 9216 44 9220 9221 45 9225 9226 46 9230 9231 47 9235 9236 48 9240 9241 49 9245 9246 50' 9250 9251 51 9255 9256 52 9260 9261 53 9265 LC Member Label Sec M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 Axialfkl 6.515 6.594 .551 .472 7.598 7.519 .533 .454 1.264 1.08 3.392 3.234 3.392 3.234 3.392 3.234 1.805 1.647 1.084 .926 1.084 .926 1.084 .926 1.084 .926 1.805 1.647 1.084 .926 1.084 .926 1.084 .926 1.084 .926 1.805 1.647 1.084 .926 1.084 .926 1.084 .926 1.084 .926 1.805 1.647 1.805 1.647 1.805 1.647 1.805 1.647 1.805 1.647 v Shearfkl .027 .01 .023 .014 .013 .025 .017 .02 .047 .04 .037 .038 .037 .038 .037 .038 .039 .035 .04 .035 .04 .035 .04 .035 .04 .035 .039 .035 .04 .035 .04 .035 .04 .035 .04 .035 .039 .035 .04 .035 .04 .035 .04 .035 .04 .035 .039 .035 .039 -.035 .039 .035 .039 .035 .039 .035 z Shearfkl .003 .003 .005 .005 0 0 .008 .008 .003 .003 .015 .015 .015 .015 .015 .015 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .003 .003 .003 .003 .003 .003 -.003 .003 Torauefk ftl .009 .009 .026 .026 .026 .026 .043 .043 .02 .02 .014 .014 .014 .014 .014 .014 .016 .016 .017 .017 .017 .017 .017 .017 .017 .017 .016 .016 .017 .017 .017 .017 .017 .017 .017 .017 .016 .016 .017 .017 .017 .017 .017 .017 .017 .017 .016 .016 .016 .016 .016 .016 .016 .016 .016 .016 v v Momentfk...z z Momentfk... .049 .022 .132 .186 .003 .006 .08 .158 -.06 .033 .033 .117 .033 .117 .033 .117 -.025 .056 .052 .028 .052 .028 .052 .028 .052 .028 .025 .056 .052 .028 .052 .028 .052 .028 .052 .028 .025 .056 .052 .028 .052 .028 .052 .028 .052 .028 .025 .056 -.025 .056 .025 -.056 -.025 .056 .025 .056 .016 .103 .045 .003 .085 .145 .024 .039 .081 .049 .075 .077 .075 .077 .075 .077 .071 .053 .069 .042 .069 .042 .069 .042 .069 .042 .071 .053 .069 .042 .069 .042 .069 .042 .069 .042 .071 .053 .069 .042 .069 .042 .069 .042 .069 .042 .071 .053 .071 .053 .071 .053 .071 .053 .071 .053 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 121 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 92661 54 9270 9271 55 92751 92761 56 92801 92811 57 92851 92861 58 92901 9291 59 9295 9296 60 9300 9301 61 9305 9306 62 9310 9311 63 9315 9316 64 9320 9321 65 9325 9326 66 9330 9331 67 9335 9336 68 9340 9341 69 9345 9346 70 9350 9351 71 9355 9 356 72 9 360 9 361 1 9365 9366 2 9370 9371 3 9375 9376 4 9380 9381 5 9385 9386 6 9390 9391 7 9395 9396 8 9400 9401 9 9405 Member Label Sec M29 1 5 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M30 M30 M30 M30 M30 M30 M30 M30 M30 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1.647 1.805 1.647 1.805 1.647 1.805 1.647 1.805 1.647 1.805 1.647 1.805 1.647 -8.276 -8.434 1.818 1.66 11.885 11.728 1.792 1.634 .813 .694 .813 .694 .813 .694 .813 .694 -9.268 -9.386 .825 .707 10.893 10.775 .8 .681 0 0 .891 1.022 2.348 2.48 .891 1.022 .891 1.022 .891 1.022 1.984 2.115 1.984 2.115 1.984 2.115 Axialfkl v Shearfk_ 1.805 .039 .035 .039 .035 .039 .035 .039 .035 .039 .035 .039 .035 .039 .035 .05 .025 .0^1- .031 .028 .046 .035 .04 .03 .026 .03 .026 .03 -.026 .03 .026 .041 .015 .034 .022 .019 .037 .026 .03 0 0 .03 .033 .027 .035 .03 .033 .03 .033 .03 .033 .028 .034 .028 .034 .028 .034 z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... :003 1 .016 .025 .071 .003 I .019 .056 .053 .003 I .016 .025 .071 003 .016 .056 .053 .003 I .016 .025 .071 .003 I .016 .056 .053 003 .016 .025 .071 .003 .016 .056 .053 .003 .016 .025 .071 .003 .016 .056 .053 .003 .016 .025 .071 .003 .016 .056 .053 .003 .016 .025 I .071 .003 .016 .056 I .053 0 .009 .058 I 0 0 .009 .067 I .124 .013 .034 .177 I .086 .013 .034 .302 I .027 .005 .041 .007 I .142 .005 .041 .045 I .23 .006 .066 .126 I .056 .006 .066 .19 I .079 002 .013 .039 I .052 .002 .013 .021 I .032 002 .013 -.039 I .052 .002 .013 .021 I .032 .002 .013 .039 I .052 .002 .013 .021 I .032 .002 .013 .039 I .052 .002 .013 .021 I .032 .004 .012 .071 I .02 004 .012 .032 I .145 .008 .037 .19 I .067 .008 .037 .267 I .005 0 .037 .006 I .123 0 .037 .01 I .209 .011 .062 .112 I .037 .011 .062 .225 I .058 0 0 0 I 0 0 0 0 I 0 .005 .007 .048 I .05 .005 .007 .004 I .065 .002 .022 .044 I .017 .002 .022 .067 I .055 .005 .007 .048 I .05 .005 .007 .004 I .065 .005 .007 .048 I .05 .005 .007 .004 I .065 .005 .007 .048 I .05 .005 -.007 .004 I .065 0 .018 .045 I .025 0 .018 .049 I .057 0 .018 -.045 I .025 0 .018 .049 I .057 0 .018 .045 I .025 0 018 .049 I .057 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 122 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) I LC 19406 10 19410 9411 11 9415 9416 12 9420 9421 13 9425 19426 14 9430 19431 15 19435 19436 16 19440 19441 17 19445 19446 18 19450 19451 19 19455 19456 20 19460 19461 21 19465 19466 22 19470 19471 23 19475 19476 24 19480 19481 25 19485 19486 26 19490 19491 27 19495 19496 28 19500 19501 29 19505 19506 30 19510 19511 31 19515 19516 32 9520 9521 33 9525 9526 34 9530 9531 35 9535 9536 36 9540 9541 37 9545 Member Label M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5- Axialfkl 8.158 8.29 1.28 1.411 -6.377 -6.245 .502 .633 7.435 7.566 2.276 2.407 3.467 -3.335 1.692 1.824 7.435 7.566 2.276 2.407 -3.467 -3.335 1.692 1.824 7.435 7.566 2.276 2.407 3.467 3.335 1.692 1.824 7.802 7.881 .924 1.003 -6.733 6.654 .145 .224 1.247 1.431 3.401 3.559 3.401 3.559 3.401 3.559 1.798 1.956 1.069 1.227 1.069 1.227 1.069 1.227 v Shearfkl .037 .025 .029 .033 .022 .04 .03 .032 .033 .029 .028 .034 .022 .04 .028 .034 .033 .029 .028 .034 .022 .04 .028 .034 .033 .029 .028 .034 .022 .04 .028 .034 .025 .012 .018 .02 .011 .027 .018 .019 .041 .046 .032 .043 .032 .043 .032 .043 .034 .04 .035 .039 .035 .039 .035 :039 z Shearfkl .008 .008 .004 .004 .003 .003 .006 .006 .002 .002 .001 .001 .002 .002 0 0 .002 .002 .001 .001 .002 .002 0 0 .002 .002 -.001 _001 .002 .002 0 0 006 .006 .002 .002 0 0 .004 .004 .007 .007 .006 .006 .006 .006 .006 .006 .003 .003 .006 .006 .006 .006 .006 .006 Torauefk ftl v v Momentfk...z z Momentfk.. .033 .033 .063 .063 .019 .019 .048 .048 .038 .038 .06 .06 .001 .001 .024 .024 .038 .038 .06 .06 .001 .001 .024 .024 .038 .038 .06 .06 .001 .001 .024 .024 .03 .03 .06 .06 .022 .022 .051 .051 .01 .01 .032 .032 .032 .032 .032 .032 .016 .016 .009 .009 .009 .009 .009 .009 .052 .026 .01 .034 .045 .018 .087 -.026 .048 .033 .016 .026 .043 .066 .074 .072 .048 .033 .016 .026 .043 .066 .074 .072 .048 .033 .016 .026 .043 .066 .074 .072 .033 .024 .01 .033 .025 .02 .068 .028 -.068 .005 .051 -.109 -.051 .109 .051 .109 .056 .031 .058 .005 .058 .005 .058 .005 .172 .116 .057 .074 .073 .014 .043 .056 .117 .096 .031 .064 .066 .019 .02 .051 .117 .096 .031 .064 .066 .019 .02 .051 .117 .096 .031 .064 .066 .019 .02 .051 .152 .09 .037 .048 .093 .012 .023 .03 .07 .091 .008 .062 .008 .062 .008 .062 .043 .073 .06 .078 .06 .078 .06 .078 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 123 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 9546 38 9550 9551 39 9555 9556 40 9560 95611 41 95651 9566 42 9570 95711 43 9575 9576 44 9580 9581 45 9585 9586 46 9590 9591 47 9595 9596 48 9600 9601 49 9605 9606 50 9610 9611 51 9615 9616 52 9620 9621 53 9625 9626 54 9630 9631 55 9635 9636 56 9640 9641 57 9645 9646 58 9650 9651 59 9655 9656 60 9660 9661 61 9665 9666 62 9670 9671 63 9675 9676 64 9680 9681 65 9685 Member Label Sec M30 I 1 I. 5 M30 I 1 I 5 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl v Shearrkl z Shearrkl Torauerk -ftl v -v Momentrk...z -z Momentrk_.. 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.069 .035 .006 .009 .058 .06 1.227 .039 .006 .009 .005 .078 1.069 .035 .006 .009 .0E8 .06 1.227 .039 .006 .009 .005 .078 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 -.016 .056 .043 1.956 .04 .003 -.016 .031 .073 1.798 .034 .003 :016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 _003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 -.04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 -.031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 1.798 .034 .003 .016 .056 .043 1.956 .04 .003 .016 .031 .073 12.18 .045 .006 .053 .061 .219 12.338 .03 .006 -.053 0 .146 2.354 .034 .001 .095 0 .053 2.511 .04 .001 .095 .013 .085 -8.584 .024 .001 .021 .051 .132 -8.427 .05 .001 .021 .062 0 1.242 .035 .004 .063 .111 034 1.4 .04 .004 .063 .074 .06 .802 .027 .005 .007 -.044 .045 .92 .029 .005 .007 .004 .058 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 124 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label 9686 66 M30 9690 9691 67 M30 9695 9696 68 M30 9700 9701 69 M30 9705 9706 70 M30 9710 97111 71 M30 97151 97161 72 M30 97201 97211 1 M29A 97251 97261 2 M29A 97301 97311 3 M29A 97351 97361 4 M29A 97401 97411 5 M29A 97451 97461 6 M29A 97501 97511 7 M29A 97551 97561 8 M29A 97601 97611 9 M29A 97651 97661 10 M29A 97701 97711 11 M29A 97751 97761 12 I M29A 97801 97811 13 M29A 97851 97861 14 M29A 97901 97911 15 M29A 97951 97961 16 M29A 98001 98011 17 M29A 98051 98061 18 M29A 98101 198111 19 M29A 98151 98161 20 M29A 198201 198211 21 M29A 198251 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .802 .92 .802 .92 .802 .92 11.184 11.302 1.358 1.476 -9.58 -9.462 .246 .364 0 0 .038 .038 .008 .008 .038 .038 .038 .038 .038 .038 .004 .004 .004 .004 .004 .004 1.834 1.834 2.936 2.936 1.759 1.759 3.011 3.011 1.351 1.351 2.226 2.226 1.343 1.343 2.234 2.234 1.351 1.351 2.226 -2.226 1.343 1.343 2.234 2.234 v Shearfkl .027 .029 .027 .029 .027 .029 .037 .019 .026 .03 .016 .04 .027 .029 0 0 .992 .518 2.08 .052 .992 .518 .992 .518 .992 .518 1.808 .168 1.808 .168 1.808 .168 .779 .305 1.316 .842 1.205 .731 .669 .195 1.648 .009 2.051 .411 1.968 .328 1.566 .074 1.648 .009 2.051 .411 1.968 .328 1.566 .074 z Shearfkl .005 .005 .005 .005 .005 .005 .008 .008 .004 .004 .001 .001 .006 .006 0 0 .004 .004 .002 .002 .004 .004 .004 .004 .004 .004 .003 .003 .003 .003 .003 .003 196 .196 .48 .48 .188 .188 .489 .489 .147 .147 .361 .361 .141 -.141 .366 .366 .147 .147 .361 .361 -.141 .141 .366 .366 Torauefk -ft1 .007 .007 .007 .007 .007 .007 .044 .044 .086 .086 .031 .031 .073 .073 0 0 .065 .065 .021 .021 .065 .065 .065 .065 .065 .065 .032 .032 .032 .032 .032 .032 .077 .077 .137 .137 .052 .052 .007 .007 .041 .041 .086 .086 .023 .023 .022 .022 .041 .041 .086 .086 .023 .023 .022 .022 v -v Momentfk...z -z Momentfk... .044 .004 .044 .004 .044 .004 .049 .035 .012 .047 .038 .028 .099 .04 0 0 .003 .021 .005 .015 .003 .021 .003 .021 .003 .021 .005 .017 .005 .017 .005 .017 .004 .831 .042 2.084 .011 .788 .049 2.126 0 .624 .029 1.562 .01 .59 .039 1.595 0 .624 -.029 1.562 .01 .59 .039 1.595 .045 .058 .045 .058 .045 .058 .22 .131 .055 .071 .13 .014 .035 .046 0 0 1.652 1.429 2.553 1.041 1.652 1.429 1.652 1.429 1.652 -1.429 2.328 1.138 2.328 1.138 2.328 1.138 1.462 .714 2.218 2.238 1.841 2.145 1.085 .621 2.186 .601 2.753 1.744 2.47 1.675 1.903 .532 2.186 .601 2.753 1.744 2.47 1.675 1.903 .532 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 125 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 9826 9830 9831 9835 9836 9840 9841 9845 9846 9850 9851 9855 9856 9860 9861 9865 9866 9870 9871 9875 9876 9880 9881 9885 9886 9890 9891 9895 9896 9900 9901 9905 9906 9910 9911 9915 9916 9920 9921 9925 9926 9930 9931 9935 9936 9940 9941 9945 9946 9950 9951 9955 9956 9960 9961 9965 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label Sec M29A 1 5 M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 I 5 1 1 I 5 I Axialjkl v Shearfkl z Shearfkl 1.351 1.351 2.226 2.226 1.343 1.343 2.234 2.234 1.819 1.819 -2.951 2.951 1.774 1.774 2.996 2.996 .053 .053 .027 .027 .027 .027 .027 .027 .023 .023 .045 .045 .045 .045 .045 .045 .045 .045 .023_ .023 .045 .045 .045 .045 .045 .045 .045 .045 .023 .023 .045 .045 .045 .045 .045 .045 .045 .045 .023 .023 Torouefk -ftl v -v Momentfk.. -z -z Momentrk 1.648 147 .041 0 2.186 .009 .147 .041 .624 .601 2.051 .361 .086 .029 2.753 .411 .361 .086 1.562 1.744 1.968 _141 .023 .01 2.47 .328 .141 .023 .59 1.675 1.566 366 .022 .039 1.903 .074 .366 .022 1.595 .532 .382 .195 .051 .005 .801 .098 .195 .051 .822 .142 .919 .482 .111 .043 1.557 .634 .482 .111 2.092 1.666 .808 .19 .027 .009 1.181 .524 .19 .027 .797 I 1.573 .272 .487 .033 .047 .424 .013 .487 .033 2.118 I .049 1.389 .006 .09 .005 I 2.312 .725 .006 .09 .03 2.001 2.931 .002 .008 .007 I 3.425 .171_ .002 .008 .016 I 1.093 2.931 .002 .008 .007 I 3.425 .124 .002 .008 .016 I 1.093 2.931 .002 .008 .007 I 3.425 .124 .002 .008 .016 I 1.093 1.735 004 .056 .005 I 2.433 .389 .004 .056 .022 I 1.521 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 1.715 1.735 .004 .056 .005 I 2.433 .389 .004 .056 .022 I 1.521 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.735 .004 .056 .005 I 2.433 .389 .004 .056 .022 I 1.521 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.191 .005 .077 .004 I 1.982 .622 .005 .077 .026 I 1.715 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 I 1.521 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 126 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 99661 50 99701 99711 51 99751 99761 52 99801 99811 53 99851 99861 54 99901 99911 55 99951 99961 56 10000 10001 157 10005 100061 58 10010 100111 59 10015 100161 60 10020 100211 61 10025 100261 62 10030 100311 63 11003 100361 64 10040 100411 65 10045 100461 66 10050 10051( 67 10055 100561 68 10060 1100611 69 110065 100661 70 10070 100711 71 10075 100761 72 10080 100811 1 100851 100861 2 100901 100911 3 10095 10096 4 101001 101011 5 101051 Member Label M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M29A M30A M30A M30A M30A M30A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 Axialfkl .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 .023 2.589 2.589 -4.225 -4.225 2.543 2.543 4.27 4.27 .034 .034 .034 .034 .034 .034 .034 .034 2.6 2.6 -4.214 -4.214 2.532 2.532 4.282 4.282 0 0 1.113 .981 1.963 1.832 1.113 .981 1.113 .981 v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... 1.735 I .004 .056 .005 I 2.433 1 .389 I .004 .056 .022 1.521 1.735 I .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 I .004 .056 .005 2.433 .389 I .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.735 .004 .056 .005 2.433 .389 .004 .056 .022 1.521 1.43 .279 .073 .005 2.162 .084 .279 .073 1.179 .498 2.197 .688 .158 .06 3.242 .851 .688 .158 2.985 2.676 2.039 .27 .038 .016 2.704 .693 .27 .038 1.134 2.543 1.273 .696 .047 .07 1.623 .073 .696 .047 3.029 .366 .893 .004 .058 .003 1.486 .466 .004 .058 .019 1.286 .893 .004 .058 .003 1.486 .466 .004 .058 .019 1.286 .893 .004 .058 .003 1.486 .466 .004 .058 .019 1.286 .893 .004 .058 .003 1.486 .466 .004 .058 .019 1.286 .589 .278 .075 .008 1.215 .162 .278 .075 1.175 .264 1.355 .688 .161 .062 2.296 .928 .688 .161 2.988 2.441 1.197 .271 .041 .013 1.757 .771 -.271 .041 1.137 2.309 .431 .696 .045 .068 .677 .004 .696 .045 3.026 .132 0 0 0 0 0 0 0 0 0 0 .032 .004 .013 .019 .047 .03 .004 .013 .056 .037 .027 0 .008 .02 .022 .035 0 .008 .027 .058 .032 .004 .013 .019 .047 -.03 .004 .013 .056 .037 .032 .004 .013 .019 .047 .03 .004 .013 .056 .037 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 127 1 t 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 10106 10110 10111 10115 10116 8 10120 10121 g 10125 10126 10 10130 10131 11 10135 10136 12 10140 10141 13 10145 10146 14 10150 10151 15 10155 10156 16 10160 10161 17 10165 10166 18 10170 10171 19 10175 10176 20 10180 10181 21 10185 10186 22 10190 10191 23 10195 10196 24 10200 10201 25 10205 10206 26 10210 10211 27 10215 10216 28 10220 10221 29 10225 10226 30 10230 10231 31 10235 10236 32 10240 10241 33 10245 LC Member Label 6 M30A 7 M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.113 .981 1.751 1.619 1.751 1.619 1.751 1.619 -6.363 -6.495 1.537 1.406 8.589 8.457 .688 .557 -3.856 3.988 2.069 1.938 7.357 7.226 1.432 1.301 3.856 3.988 2.069 1.938 7.357 7.226 1.432 1.301 -3.856 3.988 2.069 1.938 7.357 7.226 1.432 1.301 -6.808 -6.887 1.092 1.013 8.143 8.065 .21'1 .164 1.558 1.374 2.696 2.538 2.696 2.538 2.696 2.538 v Shearfkl_ .032 .03 .029 .034 .029 .034 .029 .034 .039 .024 .033 .029 .026 .037 .031 .031 .033 .029 .029 .033 .024 .038 .028 .034 .033 .029 .029 .033 .024 .038 .028 .034 .033 .029 .029 .033 .024 .038 .028 .034 .026 .011 .02 .017 .013 .025 .018 .019 .045 .042 .031 .043 .031 .043 .031 .043 z Shearfkl .004 .004 .001 .001 .001 .001 .001 .001 .003 -.003 .006 .006 .005 .005 .002 .002 0 0 .003 .003 .002 .002 0 0 0 0 .003 .003 .002 .002 0 0 0 0 .003 .003 .002 .002 0 0 .001 .001 .004 .004 -.003 .003 0 0 .005 .005 0 0 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... .013 I .019 .047 .013 .056 .037 .01 .02 .028 .01 .034 .053 01 .02 .028 .01 .034 .053 .01 .02 .028 .01 .034 .053 .007 .036 .013 .007 .063 .089 .071 .015 .054 .071 .07 .036 .033 .002 .108 .033 .048 .163 .045 .024 .04 .045 .041 .039 .006 .032 .018 -.006 .04 .042 .053 .017 .033 .053 .045 .051 .025 .007 .074 .025 .028 .147 .034 .023 .023 .034 .023 .054 .006 .032 .018 .006 .04 .042 .053 .017 .033 .053 .045 .051 .025 .007 .074 .025 .028 .147 .034 .023 .023 .034 .023 .054 .006 .032 .018 .00B .04 .042 .053 .017 .033 .053 .045 .051 .025 .007 .074 .025 .028 .147 .034 .023 .023 .034 .023 .054 .013 .028 .032 .013 .041 .104 066 .007 .035 .066 .048 .021 .028 .005 .089 028 .026 .148 .051 .016 .021 .051 .019 .024 .018 .027 .066 .018 .078 .052 .008 .025 .016 .008 021 .077 .008 .079_ .016 .008 .071 .077 .008 .025 .016 .008 .021 .077 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 128 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 102461 102501 102511 102551 102561 10260 10261 10265 10266 10270 10271 10275 10276 10280 10281 10285 10286 10290 10291 10295 10296 10300 10301 10305 10306 10310 10311 10315 10316 10320 10321 10325 10326 10330 10331 10335 10336 10340 10341 10345 10346 10350 10351 10355 10356 10360 10361 10365 10366 10370 10371 10375 10376 10380 10381 10385 LC Member Label 34 I M30A 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A M30A Sec I 1 I 5 1 5 I 1 I 5 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.761 1.603 1.335 1.178 1.335 1.178 1.335 1.178 1.335 1.178 1.761 1.603 1.335 1.178 1.335 1.178 1.335 1.178 1.335 1.178 1.761 1.603 1.335 1.178 1.335 1.178 1.335 1.178 1.335 1.178 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 1.761 1.603 -8.919 -9.077 v Shearfkl .036 .038 .038 .036 .038 .036 .038 .036 .038 .036 .036 .038 .038 .036 .038 .036 .038 .036 .038 .036 .036 .038 .038 .036 .038 .036 .038 .036 .038 .036 .036 .038 .036 .038 .036 .038 .036 -.038 .036 .038 .036 .038 .036 .038 .036 .038 .036 .038 .036 .038 .036 .038 .036 .038 .045 .029 z Shearfkl .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 -.003 -.002 .002 Torauefk -ftl v -v Momentfk...z -z Momentfk... 1 _013 .013 .016 .016 .016 .016 .016 .016 .016 016 .013 .013 .016 .016 .016 .016 .016 .016 .016 .016 .013 .013 .016 .016 .016 .016 .016 .016 .016 .016 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .016 .016 .024 .052 .023 .067 .023 .067 .023 .067 .023 .067 .024 .052 .023 .067 .023 .067 .023 .067 .023 .067 .024 .052 .023 .067 .023 .067 .023 .067 .023 .067 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 .024 .052 -.024 -.052 .047 .063 .044 .055 .057 .045 .057 .045 .057 .045 .057 045 .044 .055 .057 .045 .057 .045 .057 .045 .057 .045 .044 .055 .057 .045 .057 .045 .057 .045 .057 .045 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .044 .055 .043 -.125 RISA 3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 129 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 10386 10390 10391 10395 10396 10400 10401 10405 10406 10410 10411 10415 10416 10420 10421 10425 10426 10430 10431 10435 10436 10440 10441 10445 10446 10450 10451 10455 10456 10460 10461 10465 10466 10470 10471 10475 10476 10480 10481 10485 10486 10490 10491 10495 10496 10500 10501 10505 10506 10510 10511 10515 10516 10520 10521 10525 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M3OA M30A M3OA M30A M3OA M3OA M3OA M3OA M3OA M30A M30A M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 Sec Axialfk v Shearfkl z Shearfkl 1 2.367 .037 _006 5 2.209 -.037 -.006 1 12.44 .027 .004 5 12.282 .048 .004 1 1.154 .035 0 5 .996 .04 0 1 1.001 .029 .003 5 .883 .027 .003 1 1.001 .029 -.003 5 .883 .027 .003 1 1.001 .029 .003 5 .883 .027 .003 1 1.001 .029 .003 5 .883 -.027 .003 1 -9.678 .038 .002 5 9.797 .018 .002 1 1.608 .03 .006 5 1.49 .026 -.006 1 11.681 .02 .005 5 11.563 .036 .005 1 .395 .028 0 5 _777 .028 0 1 0 0 0 5 0 0 0 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1.109 1.241 1.967 2.099 1.109 1.241 1.109 1.241 1.109 1.241 1.753 1.884 1.753 1.884 1.753 1.884 8.588 8.719 1.304 1.436 -6.369 -6.238 .914 1.046 7.362 7.493 1.899 2.031 -3.856 -3.724 1.607 1.738 .03 .032 .027 .035 .03 .032 .03 -.032 .03 .032 .028 .034 .028 .034 .028 -.034 .04 .022 .027 .035 .02 .042 .032 .03 .036 .027 .026 .036 .02 .042 .03 -.032 .001 .001 .002 002 .001 .001 .001 .001 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .007 .007 0 0 .004 .004 .002 .002 .006 .006 .002 .002 .002 -.002 Torauefk ftl v v Momentfk...z z Momentfk... .097 I .017 .054 .097 I .053 I .043 I 0 .131 .043 .042 .235 .07 .03 .034 .07 .031 .057 .012 .017 .043 .012 .05 .034 .012 .017 .043 .012 .05 .034 .012 .017 .043 .012 .05 .034 .012 .017 .043 .012 .05 .034 .017 -.041 -.044 .017 061 .146 .095 .011 .053 .095 .071 .031 .041 .007 .13 .041 .04 .213 .072 .024 .033 .072 .029 .036 0 0 0 0 0 0 .016 .047 .051 .016 .033 .063 .01 .032 .033 .01 .009 .069 .016 .047 .051 .016 .033 .063 .016 .047 .051 .016 .033 .063 -.016 .047 .051 .016 .033 .063 .011 .036 .037 .011 .015 .068 .011 .036 .037 .011 -.015 .068 .011 .036 .037 .011 .015 .068 .036 .042 .189 .036 .024 .1 .014 .207 .04 .014 .138 .076 004 052 I ,086 .004 .043 .026 -.015 .113 .063 .045 .071 .05. .026 -.032 .14 -.026 -.008 .096 .011 .156 .029 .011 .093 _077 .004 .039 .066 :004 -.022 04 -.034 .051_ .046 .034 _064 .058 RISA -3D Version 8.0 3 [T I. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 130 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 10526 18 10530 10531 19 10535 10536 20 10540 10541 21 10545 10546 22 10550 10551 23 10555 10556 24 10560 10561 25 10565 10566 26 10570 10571 27 10575 10576 28 10580 10581 29 10585 10586 30 10590 10591 31 10595 10596 32 10600 10601 33 10605 10606 34 10610 10611 35 10615 10616 36 10620 10621 37 10625 10626 38 10630 10631 39 10635 10636 40 10640 10641 41 10645 10646 42 10650 10651 43 110655 10656 44 10660 10661 45 110665 Member Label M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 Sec Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... 7.362 7.493 1.899 2.031 -3.856 -3.724 1.607 1.738 7.362 7.493 1.899 2.031 -3.856 -3.724 1.607 1.738 8.144 8.223 .861 .94 -6.813 -6.734 .47 .549 1.553 1.737 2.704 2.862 2.704 2.862 2.704 2.862 1.76 1.918 1.331 1.489 1.331 1.489 1.331 1.489 1.331 1.489 1.76. 1.918 1.331 1.489 1.331 1.489 1.331 1.489 1.331 1.489 1.76 1.918 1.331 1.489 .036 .027 .026 .036 .02 .042 .03 .032 .036 .027 .026 .036 .02 .042 .03 .032 .028 .009 .016 .022 .008 .029 .02 .017 .042 .045 .032 .043 .032 .043 .032 .043 .035 .04 .036 .039 .036 .039 .036 .039 .036 -.039 .035 .04 .036 .039 .036 .039 .036 .039 .036 .039 .035 .04 .036 .039 .002 .002 .006 .006 .002 .002 .002 .002 .002 .002 .006 .006 .002 .002 .002 .002 .001 .001 .006 .006 0 0 .005 .005 .002 .002 .003 .003 .003 .003 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .026 .026 .011 .011 .004 .004 .034 .034 .026 .026 .011 .011 .004 .004 .034 .034 .029 .029 .02 .02 .011 .011 .039 .039 .022 .022 -.01 .01 .01 .01 .01 .01 .016 .016 .019 .019 .019 .019 .019 -.019 .019 .019 .016 .016 .019 .019 .019 .019 .019 .019 -.019 .019 .016 .016 .019 .019 .032 .008 .156 .093 .039 .022 .084 .064 .032 -.008 .156 .093 .039 .022 .084 .064 .023 -.011 .188 .125 .033 .03 .132 .085 .066 .047 .032 0 .032 0 .032 0 .049 .028 .056 .04 .056 .04 .056 -.04 .056 .04 .049 -.028 .056 -.04 .056 .04 .056 .04 .056 .04 .049 .028 .056 .04 .14 .096 .029 .077 .066 .04 .046 .058 .14 .096 .029 .077 .066 .04 .046 .058 .168 .075 .02 .051 .107 0 .042 .025 .072 .088 .032 .085 .032 .085 .032 .085 .052 .079 .062 .076 .062 .076 .062 .076 .062 .076 .052 .079 .062 .076 .062 .076 .062 .076 .062 .076 .052 .079 .062 .076 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 131 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 10666 10670 10671 10675 10676 10680 10681 10685 10686 10690 10691 10695 10696 10700 10701 10705 10706 10710 10711 10715 10716 10720 10721 10725 10726 10730 10731 10735 10736 10740 10741 10745 10746 10750 10751 10755 10756 10760 10761 10765 10766 10770 10771 10775 10776 10780 10781 10785 10786 10790 10791 10795 10796 10800 10801 10805 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M32 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl 1.331 .036 .002 1.489 .039 .002 1.331 .036 .002 1.489 .039 .002 1.331 .036 .002 1.489 .039 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 1.76 .035_ .002 1.918 .04 .002 1.76 .035 .002 1.918 .04 .002 12.444 .049 .003 12.602 .026 .003 2.039 .031 .01 2.197 .043 .01 -8.923 .02 .001 -8.766 .054 .001 1.481 .038 .006 1.639 .036 .006 .998 .027 .001 1.117 .029 .001 .998 .027 .001 1 11 -.029 .001 .998 .027 .001 1.117 .029 .001 .9 .027 .001 1.117 .029 .001 11.682 .041 .002 11.8 .015 .002 1.277 .023 .009 1.395 .032 .009 -9.685 .012 0 -9.567 .043 0 .719 .03 .007 .838 .026 .007 0 0 0 0 0 0 Torauefk ftl v v Momentfk.._z z Momentfk... .019 I .056 .062 .019 .04 .076 .019 .056 .062 .019 .04 .076 .019 .056 .062 .019 .04 .076 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 -.016 .028 .079 .016 .049 .052 -.016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .016 .049 .052 .016 .028 .079 .044 .042 .249 .044 .014 .132 .026 .277 .036 .026 .177 .097 .013 .056 .144 .013 .041 .026 .058 .18 .068 .058 .122 .06 .014 .042 .046 .014 .03 .057 .014 .042 .046 .014 .03 .057 .014 .04 .046 .014 .03 .057 .014 -.042 .046 .014 .03 .057 .043 .035 .243 .043 .017 .11 .028 .271 .03 .028 .18 .075 .014 .049 .15 .014 .044 .004 .056 .186 .062 .056 .119 .038 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 132 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 10806 10810 10811 10815 10816 10820 10821 10825 10826 10830 10831 10835 10836 10840 10841 10845 10846 10850 10851 10855 10856 10860 10861 10865 10866 10870 10871 10875 10876 10880 10881 10885 10886 10890 10891 10895 10896 10900 10901 10905 10906 10910 10911 10915 10916 10920 10921 10925 10926 10930 10931 10935 10936 10940 10941 10945 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 Sec Axialfkl 1 .091 5 .091 1 .008 5 .004 1 .091 5 .091 1 .091 5 .091 1 .091 5 .091 1 .029 5 .02 1 .029 5 .02 1 .029 5 .02 1 7.324 5 7.321 1 .793 5 1.007 1 -7.142 5 7.138 1 .611 5 .824 1 5.454 5 5.442 1 .555 5 .706 1 5.396 5 5.403 1 .498 5 .667 1 5.454 5 5.442 1 .555 5 .706 1 -5.396 5 -5.403 1 .498 5 .667 1 5.454 5 5.442 1 .555 5 .706 1 -5.396 5 -5.403 1 .498 5 .667 1 7.288 5 7.284 1 .757 5 .971 1 7.179 5 7.175 1 .647 5 .861 v Shearfkl 3.958 -9.441 4.074 -9.326 3.958 9.441 3.958 -9.441 3.958 -9.441 4.045 9.355 4.045 -9.355 4.045 9.355 2.645 7.849 5.171 12.407 5.271 11.033 2.745 -6.474 3.06 -8.161 4.955 11.58 5.03 10.549 3.135 7.13 3.06 8.161 4.955 11.58 5.03 10.549 3.135 7.13 3.06 -8.161 4.955 11.58 5.03 10.549 3.135 7.13 1.062 -4.072 3.588 -8.631 3.688 7.257 1.161 2.698 z Shearfkl .007 .053 .027 .01 .007 .053 .007 .053 .007 .053 .018 .006 .018 .006 .018 .006 .062 .401 .551 2.202 .076 .296 .537 2.096 .07 .267 .39 1.618 .034 .256 .426 1.606 .07 .267 .39 1.618 .034 .256 .426 1.606 .07 .267 .39 1.618 .034 .256 .426 1.606 .065 .38 .548 2.181 .073 .317 .54 2.117 Torauefk ftl v v Momentfk...z z Momentfk... .593 .588 .747 .608 .593 .588 .593 .588 .593 .588 .708 .603 .708 .603 .708 .603 .468 .426 .565 .515 .719 .75 .622 .661 .614 .481 .687 .548 .802 .724 .73 .657 .614 .481 .687 .548 .802 .724 .73 .657 .614 .481 .687 .548 .802 .724 .73 .657 .231 .191 .327 .28 .482 .514 .385 .425 .016 .137 .076 .047 .016 .137 .016 .137 .016 .137 .061 .069 .061 .069 .061 .069 .663 1.12 .611 5.343 .631 .846 .644 5.069 .546 .807 .41 3.974 .424 .668 .531 3.835 .546 .807 .41 3.974 .424 -.668 .531 -3.835 .546 .807 .41 3.974 .424 .668 .531 3.835 .656 1.065 .618 5.288 .637 .901 .637 -5.124 3.504 19.923 4.303 19.738 3.504 19.923 3.504 19.923 3.504 19.923 4.103 19.785 4.103 19.785 4.103 19.785 1.746 18.548 4.595 26.209 5.262 21.298 2.413 13.637 2.785 18.753 4.922 24.499 5.422 20.816 3.285 15.07 2.785 18.753 4.922 24.499 5.422 20.816 3.285 15.07 2.785 18.753 4.922 24.499 5.422 20.816 3.285 15.07 .345 10.579 3.193 18.24 3.86 13.329 1.012 5.667 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 133 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 109461 30 109501 109511 31 10955 10956 32 10960 10961 33 10965 10966 34 10970 10971 35 10975 10976 36 10980 10981 37 10985 10986 38 10990 10991 39 10995 10996 40 11000 11001 41 11005 11006 42 11010 11011 43 11015 11016 44 11020 11021 45 11025 11026 46 11030 11031 47 11035 11036 48 11040 11041 49 11045 11046 50 11050 11051 51 11055 11056 52 11060 11061 53 11065 11066 54 11070 11071 55 11075 11076 56 11080 11081 57 11085 Member Label Sec M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 1 5 M32 9 5 M32 1 5 M32 1 5 M32 1 5 Axialfk1 .128 .128 .023 .044 .023 .044 .023 .044 .068 062 .109 .11 _109 .11 _109 11 .109 .11 .068 .062 .109 .11 _109 .11 .109 .11 .109 .11 068 .062 .109 .11 .109 .11 .109 .11 .109 .11 068 .062 .068 .062 .068 .062 .068 .062 .068 .062 .068 .062 .068 .062 .068 .062 .068 .062 v Shearfkl 5.541 13.217 4.936 11.146 4.936 11.146 4.936 11.146 4.808 11.272 4.75 11.329 4.75 11.329 4.75 11.329 4.75 11.329 4.808 11.272 4.75 11.329 4.75 11.329 4.75 11.329 4.75 11.329 4.808 11.272 4.75 11.329 4.75 11.329 4.75 11.329 4.75 11.329 4.808 11 272 4.808 11.272 4.808 11.272 4.808 11.272 4.808 11.272 4.808 11.272 4.808 11.272 4.808 11.272 4.808 .11.272 z Shearfkl .01 074 .045 .037 .045 .037 _045 _037 _009 .032 .008 063 .008 .063 .008 .063 .008 .063 .009 .032 .008 063 .008 .063 .008 .063 .008 .063 .009 .032 .008 063 .008 .063 .008 .063 .008 .063 .009 .032 .009 .032 .009 .032 .009 .032 .009 .032 .009 .032 .009 032 .009 .032 .009 .032 Tornuefk -ftl v -v Momentfk...z -z Momentfk_.. 831 .823 .957 .737 .957 737 .957 .737 .789 .715 .712 .705 .712 .705 .712 .705 .712 .705 .789 .715 712 .705 .712 .705 .712 .705 .712 .705 .789 .715 .712 .705 .712 -.705 712 .705 .712 .705 .789 .715 .789 715 .789 .715 .789 .715 .789 .715 .789 -.715 .789 -.715 .789 .715 .789 .715 023 4.906 .192 .115 .02 115 .02 115 .02 .049 119 .019 .164 .019 164 .019 164 .019 164 049 .119 .019 .164 .019 .164 -.019 164 .019 .164 049 .119 .019 .164 019 .164 .019 .164 .019 .164 .049 .119 .049 .119 .049 .119 .049 .119 049 119 .049 .119 .049 119 .049 .119 .049 .119 27.892 5.484 23.612 5.484 23.612 5.484 23.612 4.605 23.815 4.205 23.908 4.205 23,908 4.205 23.908 4.205 23.908 4.605 23.815 4.205 23.908 4.205 23.908 4.205 23.908 4.205 23.908 4.605 23.815 4.205 23.908 4.205 23.908 4.205 23.908 4.205 23.908 4.605 23.815 4.605 23.815 4.605 23.815 4.605 23.815 4.605 23.815 4.605 23.815 4.605 23.815 4.605 23.815 4.605 23.815 RISA -3D Version 8.0 3 n. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 134 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 11086 58 11090 11091 59 11095 11096 60 11100 11101 61 11105 11106 62 11110 11111 63 11115 11116 64 11120 11121 65 11125 11126 66 11130 11131 67 11135 11136 68 11140 11141 69 11145 11146 70 11150 11151 71 11155 11156 72 11160 11161 1 11165 11166 2 11170 11171 3 11175 11176 4 11180 11181 5 11185 11186 6 11190 11191 7 11195 11196 8 11200 11201 9 11205 11206 10 11210 11211 11 X11215 11216 12 111220 11221 13 111225 Member Label M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 Sec Axialfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 .068 .062 .068 .062 .068 .062 10.401 10.39 1.071 1.37 10.266 10.266 .935 1.247 .082 .082 .082 .082 .082 .082 .082 .082 10.415 10.41 1.085 1.391 10.251 10.245 .921 1.226 0 0 .105 .106 .053 .054 .105 .106 .105 .106 .105 .106 .066 .067 .066 .067 .066 .067 4.918 4.917 3.627 2.997 -4.708 -4.705 3.418 2.786 v Shearfkl 4.808 11.272 4.808 11.272 4.808 11.272 2.932 8.997 6.541 15.509 6.683 13.546 3.074 7.034 3.562 8.497 3.562 8.497 3.562 -8.497 3.562 -8.497 1.686 -6.222 5.295 12.734 5.438 10.771 1.829 4.259. 0 0 15.138 2.067 14.685 1.617 15.138 2.067 15.138 2.067 15.138 2.067 14.798 1.729 14.798 1.729 14.798 1.729 15.377 .598 19.957 2.713 14.899 4.733 10.318 1.421 z Shearfkl .009 .032 .009 .032 .009 .032 .107 .53 .769 3.102 .09 .466 .786 -3.038 .006 .048 .006 .048 .006 .048 .006 .048 .093 .546 .783 3.118 .105 .45 .771 -3.023 0 0 .078 .02 .09 .033 .078 .02 .078 .02 .078 .02 .087 .02 .087 .02 .087 .02 .324 .158 3.704 2.444 .479 .118 3.549 2.404 Torauefk ftl .789 .715 .789 .715 .789 .715 .609 .484 .748 -.611 .968 .946 .83 .819 .534 .529 .534 .529 .534 .529 .534 .529 .355 .298 .493 -.425 .713 .76 .575 .633 0 0 .85 .014 .891 .012 .85 .014 .85 .014 .85 .014 .88 .013 .88 .013 .88 .013 1.078 .562 .718 .005 .623 .59 .983 .023 v v Momentfk...z z Momentfk... .049 .119 .049 .119 .049 .119' .973 1.524 .847 7.556 .875 1.286 .946 7.318 .015 .123 .015 .123 .015 .123 .015 .123 .938 1.528 .882 7.56 .909 1.281 .911 7.314 0 0 .113 .12 .093 .083 .113 .12 .113 .12 .113 .12 .098 .092 .098 .092 .098 .092 .886 .294 7.613 3.234 1.111 .055 7.388 2.994 4.605 23.815 4.605 23.815 4.605 23.815 2.093 21.851 6.163 32.796 7.116 25.779 3.046 14.835 3.154 17.931 3.154 17.931 3.154 17.931 3.154 17.931 .642 15.966 4.712 26.911 5.665 19.895 1.596 8.95 0 0 22.387 20.483 22.505 18.445 22.387 20.483 22.387 20.483 22.387 20.483 22.475 18.954 22.475 18.954 22.475 18.954 20.255 18.895 29.384 27.161 24.518 -22.07 15.39 13.804 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 135 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 11226 11230 11231 11235 11236 11240 11241 11245 11246 11250 11251 11255 11256 11260 11261 11265 11266 11270 11271 11275 11276 11280 11281 11285 11286 11290 11291 11295 11296 11300 11301 11305 11306 11310 11311 11315 11316 11320 11321 11325 11326 11330 11331 11335 11336 11340 11341 11345 11346 11350 11351 11355 11356 11360 11361 11365 LC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Label M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 11 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 3.676 3.675 2.708 2.236 -3.544 -3.541 2.576 2.101 3.676 3.675 2.708 2.236 -3.544 3.541 2.576 2.101 3.676 3.675 2.708 2.236 -3.544 -3.541 -2.576 -2.101 4.876 4.874 3.586 2.955 -4.75 -4.748 3.46 -2.828 .147 .148 .044 .045 .044 .045 .044 .045 .1 .101 .126 .127 .126 .127 .126 .127 .126 .127 .1 .101 .126 .127 .126 .127 v Shearfkl 14.978 .27 18.413 2.214 14.619 3.729 11.184 1.245 14.978 .27 18.413 2.214 14.619 3.729 11.184 1.245 14.978 .27 18.413 2.214 14.619 3.729 11.184 1.245 9.322 1.425 13.902 1.887 8.844 3.906 4.263 .594 21.193 2.894 17.441 1.76 17.441 1.76 17.441 1.76 17.939 2.256 18.165 2.481 18.165 2.481 18.165 2.481 18.165 2.481 17.939 2.256 18.165 2481 18.165 2.481 z Shearfkl Torauefk ftl v v Momentfk...z z Moment k... .214 .084 -2.807 1.798 .388 .123 2.633 1.838 .214 .084 -2.807 1.798 .388 .123 2.633 1.838 .214 .084 2.807 1.798 .388 .123 2.633 1.838 .355 .15 3.673 2.436 .448 .126 3.58 2.412 .109 .028 .113 .06 .113 .06 .113 .06 -.099 .002 .093 .021_ .093 -.024 .093 .024 .093 .024 .099 .002 093 .024 .093 .024 1.051 .419 .781 .006 .71 .445 .98 .019 1.051 419 .781 .006 .71 .445 .98 .019 1.051 .419 .781 .006 .71 .445 .98 .019 .738 .568 .378 0 .283 .584 .643 .017 1.191 .02 1.085 .014 1.085 .014 1.085 .014 1.041 .016 1.02 .017 1.02 .017 1.02 .017 1.02 .017 1.041 .016 1.02 .017 1.02 .017 .651 .223 5.723 2.428 .847 .038 5.528 2.243 .651 .223 5.723 2.428 .847 .038 5.528 2.243 .651 .223 5.723 2.428 .847 .038 -5.528 2.243 .931 .246 7.568 -3.186 1.066 .102 7.433 3.042 .158 .168 .104 .085 .104 .085 .104 .085 .125 .126 .135 .144 .135 .144 .135 .144 .135 .144 .125 .126 135 .144 .135 .144 20.877 17.764 27.723 23.963 24.074 20.145 17.227 13.945 20.877 17.764 27.723 23.963 24.074 20.145 17.227 13.945 20.877 17.764 27.723 23.963 24.074 20.145 17.227 13.945 11.301 10.702 20.429 18.968 15.564 13.877 6.435 5.611 31.341 28.676 27.053 21.318 27.053 21.318 27.053 21.318 26.923 -23.56 26.864 24.579 26.864 24.579 26.864 24.579 26.864 24.579 26.923 23.56 26.864 24.579 26.864 24.579 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 136 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 11366 11370 11371 43 11375 11376 44 11380 11381 45 11385 11386 46 11390 11391 11395 11396 11400 11401 11405 11406 11410 11411 11415 11416 11420 11421 11425 11426 11430 11431 11435 11436 11440 11441 11445 11446 11450 11451 11455 11456 11460 11461 11465 11466 11470 11471 11475 11476 11480 111481 11485 11486 11490 11491 11495 11496 11500 11501 11505 LC Member Label 42 I M33 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 Sec Axialfkl 1 .126 5 .127 1 .126 5 .127 1 .1 5 .101 1 .126 5 .127 1 .126 5 .127 1 .126 5 .127 1 .126 5 .127 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 .1 5 .101 1 6.976 5 6.974 1 5.133 5 4.232 1 -6.776 5 -6.772 1 -4.933 5 -4.03 1 .094 5 .095 1 .094 5 .095 1 .094 5 .095 1 .094 5 .095 1 6.97 5 6.968 1 v Shearfkl 18.165 2.481 18.165 2.481 17.939 2.256 18.165 2.481 18.165 2.481 18.165 2.481 18.165 2.481 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 17.939 2.256 18.281 1.553 24.824 3.179 17.597 6.064 11.054 1.332 13.624 1.861 13.624 1.861 13.624 1.861 13.624 1.861 13.966 1.948 z Shearfkl .093 .024 .093 .024 -.099 .002 .093 .024 .093 .024 .093 .024 .093 .024 .099 .002 .099 .002 .099 .002 .099 .002 .099 .002 _099 .002 .099 .002 .099 .002 .099 .002 .099 .002 .099 .002 .099 .002 .474 .195 -5.28 -3.461 .672 .2 5.081 3.465 .07 .018 .07 .018 .07 .018 .07 .018 .503 .216 Torauefk ftl 1.02 .017 1.02 .017 1.041 .016 1.02 .017 1.02 .017 1.02 .017 1.02 .017 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.041 .016 1.365 .807 .851 .003 .716 .839 1.23 .028 .765 .013 .765 .013 .765 .013 .765 .013 1.09 .81 v v Momentfk...z z Momentfk... .135 .144 .135 .144 .125 .126 .135 .144 .135 .144 .135 .144 .135 .144 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 .125 .126 1.301 .375 10.841 -4.574 1.552 .124 10.59 4.323 .101 -.108 .101 .108 .101 .108 .101 -.108 1.325 .357 26.864 24.579 26.864 24.579 26.923 23.56 26.864 24.579 26.864 24.579 26.864 24.579 26.864 24.579 26.923 23.56 26.923 23.56 26.923 23.56 26.923 23.56 26.923 23.56 26.923 -23.56 26.923 -23.56 26.923 23.56 26.923 23.56 26.923 23.56 26.923 23.56 26.923 23.56 23.878 21.293 36.919 33.101 29.968 25.828 16.927 14.019 20.148 18.434 20.148 18.434 20.148 18.434 20.148 18.434 17.103 16.167 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 137 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 115061 70 115101 115111 71 115151 115161 72 11520 11521 1 11525 11526 2 11530 11531 3 11535 11536 4 11540 11541 5 11545 11546 6 11550 11551 7 11555 11556 8 11560 11561 g 11565 11566 10 11570 11571 11 11575 11576 12 11580 11581 13 11585 11586 14 11590 11591 15 11595 11596 16 11600 11601 17 11605 11606 18 11610 11611 19 11615 11616 20 11620 11621 21 11625 11626 22 11630 11631 23 11635 11636 24 11640 11641 25 11645 Member Label M33 M33 M33 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 Sec 1 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1_ 5 1 5 Axialfkl 5.127 4.226 -6.782 -6.778 -4.938 4.036 0 0 .037 .037 .022 .022 .037 037 .037 .037 .037 .037 .025 .025 .025 .025 .025 .025 1.86 1.86 2.565 2.565 1.787 1,787 2.492 2.492 1.393 1.393 1.922 1.922 1.342 -1.342 1.871 1.871 1.393 1.393 1.922 1.922 1.342 1.342 1.871 1.871 1.393 1.393 1.922 1.922 1.342 1.342 1.871 1.871 v Shearfkl z Shearfkl Torouefk ftl v v Momentfk...z z Momentfk... 20.509 I 5.251 .576 I 10.817 30.144 7_784 3.481 0 I -4.557 27.975 13.282 .643 .441 1.528 23.193 5.669 .18 .836 .141 20.702 6.739 5.111 .955 10.614 10.152 .938_ 3.445 .025 4.341 -8.893 0 0 0 0 0 0 0 0 0 0 10.968 _134 4.662 .237 19.37 10.74 .134 4.662 .136 10.915 11.955 .083 5.195 .155 24.693 11.64 .083 5.195 .078 -8.236 10.968 .134 4.662 .237 19.37 10.74 134 4.662 .136 10.915 10.968 .134 4.662 .237 19.37 10.74 .134 4.662 .136 10.915 10.968 -.134 4.662 .237 19.37 10.74 -.134 4.662 .136 10.915 11.708 .096 5.062 .175 23.362 11.415 .096 5.062 .092 -8.906 11.708 .096 5.062 .175 23.362 11.415 .096 5.062 .092 -8.906 11.708 .096 5.062 .175 23.362 11.415 .096 5.062 .092 -8.906 12.98 .176 5.885 .909 20.589 12.751 .176 5.885 .416 15.308 14.404 .35 4.319 1.913 25.661 14.175 .35 4.319 2.889 14.209 8.957 .444 3.44 1.383 18.151 8.728 444 3.44 .144 -6.522 7.533 .082 5.006 2.388 13.079 7.305 .082 5.006 2.617 7.621 13.217 .137 5.979 -.684 24.276 12.924 .137 5.979 .302 12.201 14 .258 4.805 1.438 28.08 13.992 .258 4.805 2.157 11.376 10.199 -.329 4.146 1.035 22.448 9.906 .329 4.146 .118 -5.611 9.132 .066 5.32 1.788 18.644 8.839 .066 5.32 1.973 -6A35 13.217 .137 5.979 .684 24.276 12.924 .137 5.979 .302 12.201 14.285 .258 4.805 1.438 28.08 13.992 .258 4.805 2.157 11.376 10.199 .329 4.146 1.035 22.448 9.906 .329 4.146 .118 -5.611 9.132 .066 5.32 1.788 18.644 8.839 .066 5.32 1.973 -6.435 13.217 .137 5.979 .684 24.276 12.924 .137 5.979 .302 12.201 14.285 .758 4.805 1.438 28.08 13.992 .258 4.805 2.157 11.376 10.199 .329 4.146 1.035 22.448 9.906 .329 4.146 .118 -5.611 9.132 .066 5.32 1.788 18.644 8.839 .066 5.32 1.973 -6.435 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 138 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 11646 11650 11651 11655 11656 11660 11661 11665 11666 11670 11671 11675 11676 11680 11681 11685 11686 11690 11691 11695 11696 11700 11701 11705 11706 11710 11711 11715 11716 11720 11721 11725 11726 11730 11731 11735 11736 11740 11741 11745 11746 11750 11751 11755 11756 11760 11761 11765 11766 11770 11771 11775 11776 11780 11781 11785 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 Sec 1 I 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.845 1.845 2.55 2.55 1.801 1.801 -2.506 2.506 .051 .051 .02 .02 .02 .02 .02 .02 .036 .036 .044 .044 .044 .044 .044 .044 .044 .044 .036 .036 .044 .044 .044 .044 .044 .044 .044 .044 .036 .036 .044 .044 .044 .044 .044 .044 .044 .044 .036 .036 .036 .036 .036 .036 .036 .036 .036 .036 v Shearfkl 8.593 8.456 10.016 9.879 4.569 4.432 3.146 3.009 15.356 15.036 14.74 14.328 14.74 14.328 14.74 14.328 13.655 13.338 13.162 12.888 13.162 12.888 13.162 12.888 13.162 12.888 13.655 13.338 13.162 12.888 13.162 12.888 13.162 12.888 13.162 12.888 13.655 13.338 13.162 12.888 13.162 12.888 13.162 12.888 13.162 12.888 13.655 13.338 13.655 13.338 13.655 13.338 13.655 13.338 13.655 13.338 z Shearfkl .23 .23 .296 .296 .391 .391 .136 .136 .187 .187 .08 .08 .08 .08 .08 .08 .135 .135 .161 .161 .161 .161 .161 .161 .161 .161 .135 .135 .161 .161 .161 .161 .161 .161 .161 .161 .135. .135 .161 .161 .161 .161 .161 .161 .161 .161 .135 .135 .135 .135 .135 .135 .135 .135 .135 .135 Torauefk ftl v v Momentfk...z z Momentfk... 4.02 1.004 I 12.841 4.02 .362 I 10.942 2.454 2.008 17.913 2.454 2.835 -9.843 1.575 1.288 10.403 1.575 .199 2.156 3.141 2.293 5.331 3.141 2.672 3.255 6.527 .332 27.118 6.527 .19 15.281 6.448 .153 31.76 6.448 .07 -8.812 6.448 .153 31.76 6.448 .07 -8.812 6.448 .153 31.76 6.448 .07 -8.812 5.861 .243 I 25.905 5.861 .134 I 11.758 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.595 I .285 23.244 5.595 I .163 13.098 5.861 .243 25.905 5.861 .134 11.758 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.861 .243 25:905 5.861 -.134 11.758 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.595 .285 23.244 5.595 .163 13.098 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861. .134 11.758 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 139 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 11786 11790 11791 11795 11796 11800 11801 11805 11806 11810 11811 11815 11816 11820 11821 11825 11826 11830 11831 11835 11836 11840 11841 11845 11846 11850 11851 11855 11856 11860 11861 11865 11866 11870 11871 11875 11876 11880 11881 11885 1 1886 1 1890 1 1891 11895 1 1896 1 1900 1 1901 1 1905 1 1906 1 1910 1 1911 1 1915 1 1916 1 1920 1 1921 1 1925 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M35 M35 M35 M35 M35 M35 M35 M35 M35 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 AxialJkl .036 1 .036 .036 I .036 .036 .036 .036 .036 .036 .036 .036 .036 .036 .036 2.641 2.641 3.648 3.648 2.568 2.568 -3.575 3.575 .033 .033 .033 .033 .033 .033 .033 .033 2.638 2.638 3.645 3.645 2.572 2.572 3.579 3.579 0 0 .037 .037 .018 .018 .037 .037 .037 .037 .037 .037 .0 ?2 .022 .022 .022 .022 .022 v Shearfkl z Shearfkl 13 655 13.338 13.655 13.338 13.655 13.331_ 13.655 13.336_ 13.655 13.338 13.655 13.338 13.655 13 16.529 16.212 18.563 18.246 10.782 10.464 8.748 8.43 9.871 9.666 9.871 9.666 9.871 9.666 9.871 9.666 12.745 12.54 14.779 14.574 6.998 6.792 4.964 4.758 0 0 -2.139 2..521 1.347 2.074 -2.139 -2.521 2.139 2.521 2.139 2.521 1.545 -2.186 -1.545 -2.186 1.545 2.186 .135 .135 .135 .135 135 .135 .135 .135 .135 .135 .135 .135 135 135 .308 .308 .444 .444 579 .579 .173 .173 12 .12 .12 .12 .12 .12 .12 .12 323 .323 429 429 .564 .564 188 .188 0 0 .029 029 .01 .01 029 .029 .029 .0 ?9 .029 .029 .015 .015 015 .015 .015 015 Torauefk -ftl v -v Momentfk...z -z Momentfk... 5.861 .243 25.905 T 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 5.861 .243 25.905 5.861 .134 11.758 7.607 1.394 27.647 7.607 .534 18.035 5.371 -2.829 34.892 5.371 -4.067 16.464 4.116 1.851 24.164 4.116 .266 5.482 6.352 3.316 16.919 6.352 3.799 7.053 4.196 .214 17.433 4.196 .122 -9.823 4.196 .214 17.433 4.196 .122 9.823 4.196 .214 17.433 4.196 .122 -9.823 4.196 .214 17.433 4.196 .122 -9.823 5.942 -1:423 19.174 5.942 .523 16.099 3.705 2.859 26.42 3.705 -4.056 14.529 2.45 1.851 15.692 2.45 .278 3.547 4.687 3.286 8.446 4.687 3.811 -5.118 0 0 0 0 0 0 .764 .075 7.886 .764 .048 2.014 .401 .035 -6.439 .401 .008 .829 .764 .075 -7.886 .764 .048 2.014 .764 .075 7.886 .764 .048 2.014 .764 .075 7.886 .764 .048 2.014 .492 .045 -6.801 .492 .018 1.126 .492 .045 -6.801 .492 .018 1.126 .492 .045 -6.801 .492 .018 1.126 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 140 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 11926 11930 11931 11935 11936 11940 11941 11945 11946 11950 11951 11955 11956 11960 11961 11965 11966 11970 11971 11975 11976 11980 11981 11985 11986 11990 11991 11995 11996 12000 12001 12005 12006 12010 12011 12015 12016 12020 12021 12025 12026 12030 12031 12035 12036 12040 12041 12045 12046 12050 12051 12055 112056 112060 112061 112065 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.855 1.855 3.066 3.066 1.782 1.782 2.993 2.993 1.386 1.386 2.295 2.295 1.341 1.341 2.25 2.25 1.386 1.386 2.295 2.295 -1.341 1.341 2.25 2.25 1.386 1.386 2.295 2.295 1.341 1.341 2.25 2.25 1.84 1.84 3.052 3.052 -1.796 1.796 3.008 3.008 .051 .051 .014 .014 .014 .014 .014 .014 .034 .034 .044 .044 .044 .044 .044 .044 v Shearfkl 3.034 3.416 2.82 3.202 1.244 1.626 1.457 1.839 2.216 2.857 2.056 2.697 .873 1.514 1.034 1.675 -2.216 2.857 2.056 2.697 .873 1.514 1.034 1.675 2.216 -2.857 2.056 2.697 .873 1.514 1.034 1.675 2.178 2.407 1.965 2.194 .388 .617 .602 .831 -2.994 -3.529 1.299 2.31 1.299 2.31 1.299 2.31 2.17 -2.801 2.566 3.025 -2.566 -3.025 2.566 3.025 z Shearfkl .309 .309 1.864 1.864 .25 .25 -1.806 1.806 .225 .225 1.391 1.391 .195 .195 1.361 1.361 .225 .225 1.391 1.391 .195 .195 1.361 1.361 .225 .225 1.391 1.391 .195 .195 1.361 1.361 .297 .297 1.853 1.853 .262 .262 1.818 1.818 .041 .041 .005 .005 .005 .005 .005 .005 .026 .026 .035 .035 .035 .035 .035 .035 Torauefk ftl v v Momentfk.. z z Momentfk.. .93 .93 .722 .722 .598 .598 .806 .806 .616 .616 .46 .46 .367 .367 .524 .524 .616 .616 .46 .46 .367 .367 .524 .524 .616 .616 .46 .46 .367 .367 .524 .524 .624 .624 .416 .416 .292 .292 .501 .501 1.069 1.069 .336 -.336 .336 .336 .336 .336 .735 .735 .917 .917 .917 .917 .917 .917 .025 1.337 2.45 5.474 .176 1.24 2.299 5.377 .03 .985 1.826 4.087 .121 .948 1.735 -4.051 .03 .985 1.826 4.087 .121 .948 1.735 -4.051 .03 .985 1.826 4.087 .121 .948 1.735 -4.051 .055 1.317 2.42 5.454 .146 1.259 2.329 -5.396 .106 .068 .026 -.006 .026 .006 .026 .006 .071 .038 .091 .058 .091 .058 .091 .058 10.973 2.731 10.186 2.61 -4.8 1.297 -5.586 1.418 -9.116 1.663 -8.526 1.573 4.486 .588 5.076 .679 -9.116 1.663 -8.526 1.573 -4.486 .588 5.076 .679 9.116 1.663 -8.526 1.573 4.486 .588 5.076 .679 7:819 1.926 7.032 1.805 1.645 .492 2.432 .613 11.041 2.82 7.148 .521 7.148 .521 7.148 .521 -8.74 1.825 9.464 2.417 -9.464 2.417 -9.464 2.417 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 Page 141 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 12066 12070 12071 12075 12076 12080 12081 12085 12086 12090 12091 12095 12096 12100 12101 12105 12106 12110 12111 12115 12116 12120 12121 12125 12126 12130 12131 12135 12136 12140 12141 12145 12146 12150 12151 12155 12156 12160 12161 12165 12166 12170 12171 12175 12176 12180 12181 12185 12186 12190 12191 12195 12196 12200 12201 12205 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M35 M35 M35 M35 M35 M35_ M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35_ M35 M35 M35 M35 M35 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .044 .044 .034 .034 .044 .044 .044 .044 .044 .044 .044 .044 .034 .034 .044 .044 .044 .044 .044 044 .044 .044 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 2.632 2.632 4.363 4.363 2.563 2.563 -4.294 -4.294 .033 .033 v Shearfkl 2.566 -3.025 2.17 2.801 2.566 -3.025 2.566 -3.025 -2.555 -3.025 2.566 3.025 2.17 -2.801 2.566 3.025 566 3.025 2.566 3.025 2.566 3.025 2.17 2.801 -2.17 -2.801 2.17 2.801 -2.17 -2.801 2.17 2.801 2.17 -2.801 2.17 2.801 2.17 2.801 2.17 -2.801 -2.17 2.801 2.17 2.801 2.17 2.801 -3.449 -4.08 -3.144 -3.775 .892 1.523 1.197 1.828 1.925 2.269 z Shearfkl Torauefk ftl v v Momentfk...z z Moment k... .035 .035 .026 .026 .035 _035 .035 .035 .035 .035 .035 .035 .026 .026 .035 .035 .035 .035 .035 .035 .035 .035 .026 .026 .026 .026 .026 .026 .026 .026 .026 .0.26 .026 .026 _026 .026 .026 .026 .02Fi .026 .026 .026 .026 .0,26 .026 .026 .425 .425 2.647 2.647 .374 .374 2.596 2.596 .026 .026 .917 .917 .735 .735 .917 .917 .917 .917 .917 .917 .917 .917 .735 .735 .917 .917 .917 917 .917 .917 .917 .917 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 -.735 .735 .735 -.735 -.735 -.735 -.735 -.735 .972 -.972 -.675 -.675 -.498 -.498 -.796 .796 .687 .687 .091 .058 .071 .038 .091 .058 .091 .058 .091 .058 .091 058 .071 .038 .091 .058 .091 .058 .091 .058 .091 .058 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .071 .038 .073 1.878 -3.462 7.788 .214 1.802 3.321 7.712 .068 .044 -9.464 2.417 -8.74 1.825 -9.464 2.417 -9.464 2.417 -9.464 2.417 -9.464 2.417 -8.74 1.825 -9.464 2.417 -9.464 2.417 -9.464 2.417 -9.464 2.417 -8.74 1.8. ?5_ -8.74 1.825 -8.74 1.825_ -8.74 1.825 -8.74 1.825 -8.74 1.82 -8.74 1.825 -8.74 1.825 -8.74 1.825 -8.74 1.825 -8.74 1.825 -8.74 1.825 13.15 2.849 12.026 2.676 -4.331 .801 -5.455 .973 7.098 1.813 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 142 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 12206 66 12210 12211 67 12215 12216 68 12220 12221 69 12225 12226 70 12230 12231 71 12235 12236 72 12240 12241 1 12245 12246 2 12250 12251 3 12255 12256 4 12260 12261 5 12265 12266 6 12270 12271 7 12275 12276 8 12280 12281 9- 12285 12286 10 12290 12291 11 12295 12296 12 12300 12301 13 12305 12306 14 12310 12311 15 12315 12316 16 12320 12321 17 12325 12326 18 12330 12331 19 12335 12336 20 12340 12341 21 12345 Member Label M35 M35 M35 M35 M35 M35 M35 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 Sec 1 5 1 5 1 1 5 1 5 1 5 1 5 1 5 Axialfkl .033 .033 .033 .033 .033 .033 2.63 2.63 4.361 4.361 2.564 2.564 -4.295 -4.295 0 0 .106 .107 .054 .057 .106 .107 .106 .107 .106 .107 .067 .069 .067 .069 .067 .069 4.917 4.915 2.997 2.592 -4.705 -4.701 2.786 -2.379 3.675 3.675 2.236 1.933 3.541 3.537 -2.101 1.794 3.675 3.675 2.236 1.933 -3.541 -3.537 2.101 1.794 v Shearfkl 1.925 -2.269 1.925 -2.269 1.925 2.269 3.203 3.547 2.898 3.242 .646 .99 .951 1.295 0 0 2.067 11.017 1.617 11.548 2.067 11.017 2.067 11.017 2.067 11.017 1.729 11.415 1.729 11.415 1.729 11.415 .598 10.778 2.713 14.555 4.733 11.256 1.421 7.479 .27 11.236 2.214 14.068 3.729 11.594 1.245 -8.762 .27 11.236 2.214 14.068 3.729 11.594 1.245 -8.762 z Shearfkl .026 .026 .026 .026 .026 .026 .425 .425 2.648 2.648 .373 .373 2.595 2.595 0 0 .02 .1 .033 .069 .02 .1 .02 .1 .02 .1 .02 .077 .02 .077 .02 .077 .158 .465 -2.444 .087 .118 .265 2.404 .112 .084 .351 1.798 .067 .123 .197 1.838 .086 .084 .351 1.798 .067 .123 .197 1.838 .086 Torauefk ft1 .687 .687 .687 .687 .687 .687 .924 .924 .627 .627 .45 .45 .748 .748 0 0 .014 .539 .012 .596 .014 .539 .014 .539 .014 .539 .013 .582 .013 .582 .013 .582 .562 .365 .005 .473 .59 -.713 .023 .604 .419 .451 .006 .533 .445 .712 .019 .63 .419 .451 .006 .533 .445 .712 .019 .63 v v Momentfk...z z Momentfk... .068 7.098 .044 1.813 .068 7.098 .044 1.813 .068 7.098 .044 1.813 .076 11.507 1.884 2.837 3.46 10.383 7.794 2.664 .212 2.688 1.797 .789 3.324 3.812 7.707 .962 0 0 0 0 .12 20.483 .244 20.879 .083 18.445 .178 24.865 .12 20.483 .244 20.879 I .12 20.483 I .244 20.879 .12 20.483 .244 20.879 .092 18.954 .195 23.868 .092 18.954 .195 23.868 .092 18.954 .195 23.868 .294 18.895 1.42 22.525 3.234 27.161 1.954 27.684 .055 22.07 -.932 19.233 2.994 13.804 2.442 14.073 .223 17.764 1.077 25.103 -2.428 23.963 1.454 28.972 .038 20.145 .687 22.634 2.243 13.945 1.843 18.764 .223 17.764 1.077 25.103 2.428 23.963 1.454 28.972 .038 20.145 .687 22.634 2.243 13.945 1.843 18.764 RISA -3D Version 8 0.3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 143- 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 12346 12350 12351 12355 12356 12360 12361 12365 12366 12370 12371 12375 12376 12380 12381 12385 12386 12390 12391 12395 12396 12400 12401 12405 12406 12410 12411 12415 12416 12420 12421 12425 12426 12430 12431 12435 12436 12440 12441 12445 12446 12450 12451 12455 12456 12460 12461 12465 12466 12470 12471 12475 12476 12480 12481 12485 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 I Member Label M36 M36 M36 M36 M36 M36 M36 M36 nn3F M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl 3.675 3.675 2.236 1.933 3.541 -3.537 2.101 1.794 4.874 4.872 2.955 2.549 -4.748 -4.744 2.828 2.421 .148 .149 .045 .048 .045 .048 .045 .048 .101 .103 .127 .128 .127 .128 .127 .128 .127 .128 .101 .103 .127 .128 .127 .128 .127 .128 .127 .128_ .101 .103 .127 .128 .127 .128 .127 .128 .127 .128 .101 .103 v Shearfkl .27 11.236 2.214 14.068 3.729 11.594 1.245 8.762 1.425 6.371 1.887 10.148 3.906 -6.849 .594 3.072 2.894 15.423 1.76 14.07 1.76 14.07 1.76 14.07 2.256 13.486 2.481 13.22 2.481 13.22 2.481 13.22 2.481 13.22 2.256 13.486 2.481 -13.22 2.481 13.22 2.481 13.22 2.481 13.22 2.256 13.486 2.481 13.22 2.481 13.22 2.481 13.22 2.481 13.22 2.256 13.486 z Shearfkl 084 .351 1.798 .067 .123 .197 1.838 .086 .15 .425 -2.436 .047 _126 305 2.412 .072 .028 .14 .06 .07 06 .07 .06 .07 002 .104 .024 .12 024 .12 .024 .12 .024 .12 .002 .104 .024 .12 .024 .12 .024 .12 024 .12 .002 .104 .024 .12 .024 .12 .024 12 .024 .12 .002 .104 Torouefk ftl 419 .451 .006 .533 445 .712 .019 .63 .568 .149 0 _258 .584 .497 017 .388 .02 754 .014 .733 .014 .738 .014 .738 _016 .675 .017 .646 .017 .646 .017 .646 .017 .646 .016 .675 .017 .646 .017 .646 .017 .646 .017 .646 .016 .675 .017 .646 .017 .646 .017 .646 .017 .646 .016 .675 v v Momentfk..z z Momentfk .223 1.077 2.428 1.454 .038 .687 2.243 1.843 .246 1 323 3.186 2.051 .102 1.03 3.042 2.344 .168 .342 .085 .187 .085 187 .085 .187 .126 .26 .144 .293 .144 .293 .144 .293 .144 .293 .126 .26 .144 .293 .144 .293 -.144 .293 .144 .293 .126 .26 .144 .293 .144 .293 .144 .293 .144 .293 .126 17.764 25.103 23.963 28.972 20.145 22.634 13.945 18.764 10.702 14.173 18.968 19.333 13.877 10.881 -5.611 5.721 28.676 29.23 21.318 31.432 21.318 31.432 21.318 31.432 23.56 27.047 24.579 25.054 24.579 25.OF4 24.579 25.054 24.579 25.054 23.56 27.047 24.579 25.054 24.579 25.054 24.579 25.054 24.579 25.054 -23.56 27.047 24.579 25.054 24.579 25.054 24.579 25.054 24.579 25.054 23.56 27.047 RISA 3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 144 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 12486 50 12490 12491 51 12495 12496 52 12500 12501 53 12505 12506 54 12510 12511 55 12515 12516 56 12520 12521 57 12525 12526 58 12530 12531 59 12535 12536 60 12540 12541 61 12545 12546 62 12550 12551 63 12555 12556 64 12560 12561 65 1256 12566 66 12570 112571 67 12575 12576 68 12580 12581 69 12585 12586 70 12590 12591 71 12595 12596 72 12600 12601 1 12605 12606 2 12610 12611 3 12615 112616 4 112620 112621. 5 112625 Member Label M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M37 M37 M37 M37 M37 Sec Axialfkl 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 .101 5 .103 1 6.974 5 6.972 1 4.232 5 3.653 1 -6.772 5 -6.766 1 -4.03 5 -3.447 1 .095 5 .096 1 .095 5 .096 1 .095 5 .096 1 .095 5 .096 1 6.968. 5 6.965 1 4.226 5 3.646 1 -6.778 5 -6.773 1 -4.036 5 3.454 1 0 5 0 1 .09 5 .089 1 .026 5 .014 1 .09 5 .089 1 .09 5 .089 v Shearfkl 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 2.256 13.486 1.553 13.144 3.179 18.54 6.064 13.827 1.332 -8.431 1.861 -9.915 1.861 -9.915 1.861 9.915 1.861 -9.915 1.948 -9.573 2.784 14.969 5.669 10.257 .938 -4.861 0 0 3.969 -9.427 4.069 -9.324 3.969 -9.427 3.969 9.427 z Shearfkl .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .002 .104 .195 .626 3.461 .086 .2 .418 3.465 .122 .018 .09 .018 .09 .018 .09 .018 .09 .216 .612 3.481 .072 .18 .432 3.445 .108 0 0 .006 .054 .076 .04 .006 .054 .006 .054 Torauefk -ftl .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .016 .675 .807 .427 .003 .582 .839 .923 .028 .768 .013 .485 .013 .485 .013 .485 .013 .485 .81 .236 0 .392 .836 .733 .025 .578 0 0 .572 .593 .683 .638 .572 .593 .572 .593 v -v Momentfk...z -z Momentfk .126 .26 .126 .26 .126 .26 -.126 .26 .126 .26 .126 .26 .126 .26 .126 .26 .126 .26 .126 .26 -.126 .26 .375 1.94 4.574 2.88 .124 1.42 4.323 3.4 .108 .22 .108 .22 .108 .22 .108 .22 .357 1.9 4.557 -2.92 .141 1.46 4.341 3.359 0 0 .023 .142 .218 .206 .023 .142 .023 .142 23.56 27.047 23.56 27.047 23.56 27.047 23.56 27.047 23.56 27.047 23.56 27.047 23.56 27.047 23.56 27.047 -23.56 27.047 23.56 27.047 -23.56 27.047 21.293 29.399 33.101 36.77 25.828 24.696 14.019 17.325 18.434 18.791 18.434 18.791 18.434 18.791 18.434 18.791 16.167 21.142 27.975 28.513 20.702 16.439 -8.893 9.068 0 0 3.538 19.856 3.505 18.96 3.538 19.856 3.538 19.856 RISA -3D Version 8 0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 145 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 12626 12630 12631 12635 12636 12640 12641 12645 12646 12650 12651 12655 12656 12660 12661 12665 12666 12670 12671 12675 12676 12680 12681 12685 12686 12690 12691 12695 12696 12700 12701 12705 12706 12710 12711 12715 12716 12720 12721 12725 12726 12730 12731 12735 12736 12740 12741 12745 12746 12750 12751 12755 12756 12760 12761 12765 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 I Member Label M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M37 I 1 1 5 Axial( kl .09 .089 .003 .012 .003 .012 .003 .012 6.406 6.41 .725 .511 -6.227 -6.231 .546 .332 4.74 4.753 .479 .328 -4.735 -4.728 .474 .304 4.74 4.753 .479 .328 -4.735 -4.728 .474 .304 4.74 4.753 479 .328 -4.735 -4.728 .474 .304 6.37 6.374 .689 .475 -6.263 -6.267 .581 .368 .125 .125 .078 .057 .078 .057 .078 .057 v Shearfkl z Shearfl� 3.969 -9.427 4.044 -9.35 4.044 -9.35 4.044 -9.35 2.636 7.855 2.734 -6.482 5.302 10.999 5.203 12.372 3.044 -8.171 3.118 7.141 5.044 10.529 4.97 11.558 3.044 -8.171 3.118 7.141 5.044 10.529 4.97 11.558 3.044 -8.171 3.118 7.141 5.044 10.529 4.97 11.558 1.048 -4.084 1.146 2.711 3.714 7.228 3.616 -8.601 5.556 13.198 4.924 11.148 4.924 11.148 4.924 11.148 .006 .054 .055 .043 .055 043 .055 .043 .134 .473 .353 1.8 .146 .366 .341 1.908 .16 358 .205 1.347 .05 .271 .316 1.433 .16 .358 .205 1.347 .05 .271 316 1.433 16 .358 .205 1.347 .05 .271 .316 1.433 .137 -.452 .35 1.821 .143 .387 .343 1.886 .008 .075 .121 .042 .124 .042 .124 .042 Torauefk ftl v v Mom k...z z Momentfk... .572 .023 I 3.538 1 .593 .142 1 19.856 .656 .17 I 3.513 .627' .19 19.184 .656 .17 3.513 .627 .19 19.184 .656 .17 3.513 .627 .19 19.184 .448 1.148 1.633 .431 1.213 18.504 5138_ 1.415 2.352 .663 5.787 13.657 .697 1.102 5.443 .756 .929 21.208 .556 1.461 4.725 .524 -6.071 26.055 .562 1.013 2.085 .505 .994 18.17 .667 .909 2.624 .679 4.256 14.535 .749 .674 4.942 .749 .613 20.198 .644 1.248 4.403 .575 -4.637 23.834 .562 1.013 2.085 .505 .994 18.17 -.667 .909 2.624 .679 4.256 14.535 .749 -.674 4.942 .749 .613 20.198 .644 1.248 4.403 .575 -4.637 23.834 .562 1.013 2.085 .505 .994 18.17 .667 .909 2.624 .679 4.256 14.535 .749 .674 4.942 .749 .613 20.198 .644 1.248 4.403 .575 -4.637 23.834 .219 1.139 .218 .194 1.156 10.562 .359_ 1.424 .937 .425 5.844 5.714 .468 1.111 4.028 .518 .986 13.265 .328 1.452 3.309 .287 -6.014 18.113 .801 .032 4.953 .831 .199 27.798 .865 .34 4.193 .784 .273 22.394 -.865 .34 4.193 .784 .273 22.394 .865 .34 4.193 .784 .273 22.394 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 146 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 12766 12770 12771 35 12775 12776 36 12780 12781 37 12785 12786 38 12790 12791 39 12795 12796 40 12800 12801 41 12805 12806 42 12810 12811 43 12815 112816 44 112820 112821 45 112825 12826 46 12830 12831 47 12835 12836 48 12840 12841 49 12845 12846 50 12850 12851 51 12855 12856 52 12860 12861 53 12865 12866 54 12870 12871 55 12875 12876 56 128801 128811 57 128851 128861 58 128901 128911 59 128951 128961 60 129001 129011 61 129051 LC Member Label 34 I M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 Sec 1 I 5 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .05 .056 .108 .107 .108 .107 .108 .107 .108 .107 .05 .056 .108 .107 .108 .107 .108 .107 .108 .107 .05 .056 .108 .107 .108 .107 .108 .107 _108 .107 .05 .056 .05 .056 .05 .056 .05 .056 .05 .056 .05 .056 .05 .056 .05 .056 .05. .056 .05 .056 .05 .056 .05 .056 9.073 9.085 v Shearfkl 4.813 11.261 4.762 11.312 4.762 11.312 4.762 11.312 4.762 11.312 4.813 11.261 4.762 11.312 4.762 11.312 4.762 11.312 4.762 11.312 4.813 11.261 4.762 11.312 4.762 11.312 4.762 11.312 4.762 11.312 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 4.813 11.261 2.908 9.015 z Shearfkl .034 .057 .007 .065 .007 .065 .007 .065 .007 .065 .034 .057 .007 .065 .007 .065 .007 .065 .007 .065 .034 .057 .007 .065 .007 .065 .007 .065 .007 .065 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .034 .057 .234 .657 Torauefk ftl v v Momentfk...z z Momentfk.. .742 .125 I 4.229 .734 .203 23.379 .687 .028 4.246 .712 .171 23.827 -.687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .742 .125 4.229 .734 .203 23.379 .687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .742 .125 4.229 .734 -.203 23.379 .687 .028 4.246 .712 .171 23.827 -.687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .687 .028 4.246 .712 .171 23.827 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .742 .125 4.229 .734 .203 23.379 .564 1.732 1.508 .503 1.733 21.448 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 147 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 12906 12910 12911 12915 12916 12920 12921 12925 12926 12930 12931 12935 12936 12940 12941 12945 12946 12950 12951 12955 12956 72 12960 12961 1 12965 12966 2 12970 12971 3 12975 12976 4 12980 12981 12985 12986 12990 12991 12995 12996 13000 13001 13005 13006 13010 13011 13015 13016 13020 13021 13025 13026 14 13030 13031 13035 13036 16 13040 13041 13045 LC 62 63 64 65 66 67 68 69 70 71 5 6 7 8 9 10 11 12 13 15 17 I Member Label Sec M37 1 5 M37 1 5 M37 1 M37 M37 M37 M37 M37 M37 M37 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 5 M37 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 ,1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... 957 3.049 .462 .765 I 1.929 2.534 .658 7.054 2.591 .833 8.267 14.523 -8.974 6.717 .166 -.92 1.482 6.951 -8.974 13.506 .542 .966 1.327 25.31 .858 6.577 .53 .72 2.18 5.924 .546 15.468 2.706 .635 -8.673 32.236 .081 3.572 .005 .515 .021 3.184 .08 -8.484 .048 .534 .128 17.87 .081 3.572 .005 .515 .021 3.184 .08 8.484 048 .534 .128 17.87 .081 3.572 .005 .515 .021 3.184 .08 -8.484 .048 .534 .128 17.87 .081 3.572 .005 -.515 .021 3.184 .08 -8.484 .048 .534 .128 17.87 9.105 1.667 -.195 .337 1.628 .463 9.11 -6.239 .648 .302 1.658 15.939 .988 1.808 .501 .537 2.034 1.49 .682 -4.277 2.6 .633 8.342 9.014 8.943 5.476 .205 .693 1.586 5.906 8.949 10.73 .551 .766 1.402 19.801 .827 5.336 .49 492 2 075 4.879 .522 12.691 -2.697 .435 -8.598 26.727 0 0 0 0 0 0 0 0 0 0 0 0 .117 15.09 .082 .848 .122 21.798 115 11.05 .095 .54 .231 20.685 _017 14.494 .118 .907 .211 20.784 .013 11.654 .041 .649 .088 24.768 .117 15.09 .082 .848 .122 .21.798 .115 11.05 .095 .54 .231 20.685 .117 15.09 .082 .848 .122 21.798 .115 11.05 .095 .54 .231 20.685 .117 15.09 .082 -.848 .122 21.798 .115 11.05 .095 .54 .231 20.685 .042 14.643 .109 .897_ .189 21.037 .039 11.503 .054 .622 .123 23.747 .042 14.643 .109 .892 .189 21.037 .039 11.503 .054 .692 .123 23.747 .042 14.643 .109 .892 .189 21.037 .039 11.503 .054 .622 .123 23.747 4.051 15.338 .29 1.075 .773 19.744 4.054 10.802 .432 .365 1.22 22 334 2.805 10.283 -4.747 .975 9.228 14 1.769 7.5 .138 .604 -2.548 13.951 3.817 14.842 .455 .62 1.018. 23.851 3.824 11.298 .242 .715 .759 19.036 3.039 19.897 4.912 .72 -9.473 28.618 1.999 14.6 .052 .475 2.086 27.419 2.992 I 14.829 .17 1.063 .483 19.497 2.993 11.317 .307 .49 .865 24.984 2.15 11.038 3.513 .988 6.824 15.922 1.374 -8.84 .087 .67 1.861 18.696 2.909 14.457 .389 -.721 .86 22.577 -2.916 11.689 .198 .753 .619 I 22.51 2.233 18.249 3.731 .797 7.202 I 26.153 1.452 14.165 .022 .573 1.614 I 28.798 RISA -3D Version 8.0 3 [T I. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 148 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 130461 13050 130511 130551 130561 13060 13061 13065 13066 13070 13071 13075 13076 13080 13081 13085 13086 13090 13091 13095 13096 13100 13101 13105 13106 13110 13111 13115 13116 13120 13121 13125 13126 13130 13131 13135 13136 13140 13141 13145 13146 13150 13151 13155 13156 13160 13161 13165 13166 113170 113171 113175 113176 113180 113181 113185 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 2.992 2.993 2.15 1.374 -2.909 -2.916 2.233 1.452 2.992 2.993 2.15 1.374 2.909 -2.916 2.233 1.452 4.004 4.008 -2.852 1.815 -3.864 -3.87 2.992 1.953 .164 .161 .02 .025 .02 .025 .02 .025 .09 .087 .14 .138 .14 .138 .14 .138 .14 .138 .09 .087 .14 .138 .14 .138 .14 .138 .14 .138 .09 .087 .14 .138 v Shearfkl 14.829 11.317 11.038 -8.84 14.457 11.689 18.249 14.165 14.829 11.317 11.038 -8.84 14.457 11.689 18.249 14.165 9.302 6.382 4.247 3.08 8.806 6.878 13.861 10.18 21.126 15.47 17.155 14.226 17.155 14.226 17.155 14.226 17.81 13.562 18.108 13.26 18.108 13.26 18.108 13.26 18.108 13.26 17.81 13.562 18.108 13.26 18.108 13.26 18.108 13.26 18.108 13.26 17.81 13.562 18.108 13.26 z Shearfkl .17 .307 -3.513 .087 .389 .198 3.731 .022 .17 -.307 3.513 .087 .389 .198 3.731 .022 .323 .394 -4.78 .1 .422 .28 4.879 .014 .115 .133 .156 .027 .156 .027 .156 .027 .117 .087 .099 .114 .099 .114 .099 .114 .099 .114 .117 .087 .099 .114 .099 .114 .099 .114 .099 -.114 .117 .087 .099 .114 Torauefk -ftl 1.063 .49 .988 .67 .721 .753 .797 .573 1.063 .49 .988 .67 .721 .753 .797 .573 .736 .149 .636 .388 .281 .499 .381 .26 1.187 .756 1.112 .822 1.112 .822 1.112 .822 1.047 .702 1.017 .648 1.017 .648 1.017 .648 1.017 .648 1.047 .702 1.017 .648 1.017 .648 1.017 .648 1.017 .648 1.047 .702 1.017 .648 v -v Momentfk...z -z Momentfk .483 .865 6.824 1.861 .86 .619 7.202 1.614 .483 .865 6.824 1.861 .86 .619 7.202 1.614 .822 1.128 9.277 2.455 .969 .851 9.424 2.179 .171 .323 .288 .048 .288 .048 .288 .048 .191 .205 .147 .277 .147 .277 .147 .277 .147 .277 .191 .205 .147 .277 .147 .277 .147 .277 .147 .277 -.191 .205 .147 .277 19.497 24.984 15.922 18.696 22.577 22.51 26.153 28.798 19.497 24.984 15.922 18.696 22.577 22.51 26.153 28.798 11.025 14.06 6.258 5.677 15.132 10.762 19.899 19.145 30.517 28.959 24.536 31.354 24.536 31.354 24.536 31.354 25.65 26.863 26.157 24.822 26.157 24.822 26.157 24.822 26.157 24.822 25.65 26.863 26.157 24.822 26.157 24.822 26.157 24.822 26.157 24.822 25.65 26.863 26.157 24.822 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 149 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 13186 13190 13191 13195 13196 13200 13201 13205 13206 13210 13211 13215 13216 13220 13221 13225 13226 13230 13231 13235 13236 13240 13241 13245 13246 13250 13251 13255 13256 13260 13261 13265 13266 13270 13271 13275 13276 13280 13281 13285 13286 13290 13291 13295 13296 13300 13301 13305 13306 13310 13311 13315 13316 13320 13321 13325 LC Member Label 46 1 M38 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M39 Sec 1 5 1 5 1 5 1 5 1 5 1 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .14 .138 .14 .138 .14 .138 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 .09 .087 5.71 5.715 -4.084 2.605 5.53 5.541 4.264 2.779 .105 .103 .105 .103 .105 .103 .105 .103 5.726 5.731 -4.069 -2.588 -5.515 -5.524 4.279 2.795 0 0 v Shearfkl 18.108 13.26 18.108 13.26 18.108 13.26 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 17.81 13.562 18.164 13.208 10.943 -8.49 17.456 13.916 24.678 18.634 13.581 9.945 13.581 -9.945 13.581 -9.945 13.581 -9.945 13.935 -9.591 6.713 4.874 13.227 10.299 20.449 15.017 0 0 z Shearfkl .099 .114 .099 .114 .099 .114 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .117 .087 .415 .568 -6.782 .148 .649 .394 7.016 .025 .074 .086 .074 .086 .074 .086 .074 .086 .458 .567 -6.825 .147 .606 .395 6.973 .024 0 0 Torauefk ftl 1.017 .648 1.017 .648 1.017 .648 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.047 .702 1.372 .452 1.228 .794 .721 .952 .865 .61 .763 .486 .763 .486 .763 .486 .763 .486 1.088 .236 -.944 .578 .437 .736 -.581 .394 0 0 v v Momentfk...z z Momentfk. -.147 .277 .147 .277 .147 .277 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 .191 .205 1.088 1.619 13.167 -3.515 1.47 1.208 13.549 3.105 .11 .208 .11 .208 .11 .208 .11 .208 1.169 1.621 13.248 -3.518 1.389 1.206 13.468 3.102 0 0 26.157 24.822 26.157 24.822 26.157 24.822 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 25.65 26.863 22.717 29.219 15.906 17.243 28.584 24.507 35.395 36.484 19.618 18.616 19.618 18.616 19.618 18.616 19.618 18.616 16.684 20.972 9.874 8.996 22.551 16.26 29.362 28.237 0 0 RISA -3D Version 8.0.3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 150 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 13326 13330 13331 13335 13336 13340 13341 13345 13346 13350 13351 13355 13356 13360 13361 13365 13366 13370 13371 13375 13376 13380 13381 13385 13386 13390 13391 13395 13396 13400 13401 13405 13406 13410 13411 13415 13416 13420 13421 13425 13426 13430 13431 13435 13436 13440 13441 13445 13446 13450 13451 13455 13456 13460 13461 13465 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 1 RISA -3D Version 8.0 3 [T Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .043 .043 .021 .021 .043 .043 .043 .043 .043 .043 .026 .026 .026 .026 .026 .026 1.522 1.522 2.342 2.342 1.437 1.437 2.427 2.427 1.136 1.136 1.762 1.762 1.083 1.083 1.815 1.815 1.136 1.136 1.762 1.762. 1.083 1.083 1.815 1.815 1.136 1.136 1.762 1.762 1.083 1.083 1.815 1.815 1.505 1.505 2.359 2.359 1.454 1.454 2,41 2.41 v Shearfkl 10.96 10.746 11.808 11.594 10.96 10.746 10.96 10.746 10.96' 10.746 11.596 11.382 11.596 11.382 11.596 11.382 12.972 12.758 7.516 7.302 8.948 8.733 14.404 14.19 13.106 12.891 9.013 8.799 10.087 9.872 14.179 13.965 13.106 12.891 9.013 8.799 10.087 9.872 14.179 13.965 13.106 12.891 9.013 8.799 10.087 9.872 14.179 13.965 8.588 8.46 3.132 3.003 4.564 4.435 10.02 9.891 z Shearfkl .132 .132 .067 .067 .132 .132 .132 .132 .132 .132 .083 .083 .083 .083 .083 .083 .146 .146 .18 .18 .409 .409 .443 .443 .125 .125 .151 .151 .291 .291 .317 .317 .125 .125 .151 .151 .291 .291 .317 .317 .125 .125 .151 .151 .291 .291 .317 .317 .198 .198 .233 .233 .356 .356 .391 .391 Torauefk ftl v v Momentfk...z z Momentfk... -4.707 -4.707 5.831 5.831 -4.707 4.707 -4.707 4.707 -4.707 4.707 5.55 5:55 -5.55 -5.55 5.55 5.55 5.915 5.915 5.044 5.044 -3.499 -3.499 -4.37 -4.37 -6.456 -6.456 5.803 5.803 4.643 4.643 -5.297 -5.297 6.456 6.456 5.803 -5.803 4.643 4.643 5.297 5.297 -6 :456 6.456 5.803 -5.803 4.643 4.643 5.297 5.297 4.033 -4.033 3.162 -3.162 1.616 1.616 2.487 2.487 .227 .14 .102 .084 .227 .14 .227 .14 .227 .14 .133 .098 .133 .098 .133 .098 .733 .327 2.172 2.675 1.187 .046 1.719 2.956 .586 .238 1.592 2.013 .853 .041 1.326 2.21 .586 .238 1.592 2.013 .853 .041 1.326 2.21 .586 .238 1.592 2.013 .853 -.041 1.326 2.21 .824 .27 2.081 2.731 1.096 .102 1.809 2.9 19.536 10.744 25.116 7.53 19.536 10.744 19.536 10.744 19.536 10.744 23.721 8.334 23.721 -8.334 23.721 8.334 20.745 15.149 13.182 7.489 18.326 -6.339 25.889 13.999 24.628 11.637 18.955 5.893 22.814 5.03 28.486 10.775 24.628 11.637 18.955 5.893 22.814 -5.03 28.486 10.775 24.628 11.637 18.955 -5.893 22.814 -5.03 28.486 10.775 12.931 10.851 5.368 3.191 10.512 -2.041 18.075 9.701 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 151 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 134661 30 134701 134711 31 13475 13476 32 134801 134811 33 134851 134861 34 134901 13491 35 13495 13496 36 13500 13501 37 13505 13506 38 13510 13511 39 13515 13516 40 13520 13521 41 13525 13526 42 13530 13531 43 13535 13536 44 13540 13541 45 13545 13546 46 13550 13551 47 13555 13556 48 13560 13561 49 13565 13566 50 13570 13571 51 13575 13576 52 13580 13581 53 13585 13586 54 13590 13591 55 135951 135961 56 136001 136011 57 136051 Member Label M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 1 5 1 5 1 5 Axialfkl .06 .06 .017 .017 .017 .017 017 .017 .04 .04 .051 .051 .051 .051 .051 .051 .051 .051 .04 .04 .051 .051 .051 .051 .051 .051 .051 .051 .04 .04 .051 .051 .051 .051 .051 .051 .051 .051 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 v Shearfkl z Shearfkl 15.344 I .184 15.044 I .184 14.509 .054 14.252 .054 14.509 .054 14.252 .054 14.509 .054 14.252 .054 13.576 .126 13.319 .126 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.576 .126 13.319 .126 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.576 .126 13.319 .126 13.152 .158 12.895 .158 13.152- .158 12.895 .158 13.152 .158 12.895 .158 13.152 .158 12.895 .158 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 13.576 .126 13.319 .126 Torauefk ftl v v Momentfk...z z Momentfk.. -6.59 -6.59 7.446 7.446 7.446 7.446 7.446 7.446 6.21 -6.21 -5.648 5.648 -5.648 -5.648 -5.648 5.648 -5.648 -5.648 -6.21 -6.21 -5.648 5.648 -5.648 5.648 -5.648 -5.648 -5.648 5.648 -6.21 -6.21 -5.648 -5.648 5.648 -5.648 5.648 5.648 -5.648 5.648 6.21 6.21 -6.21 6.21 6.21 6.21 -6.21 -6.21 -6.21 6.21 -6.21 -6.21 -6.21 -6.21 6.21 -6.21 6.21 -6.21 .317 .197 .073 .079 .073 .079 .073 .079 .21 .14 .272 .168 .272 .168 .272 .168 .272 .168 .21 .14 .272 .168 .272 .168 .272 .168 .272 .168 .21 .14 .272 .168 .272 .168 .272 .168 .272 .168 .21 .14 .21 .14 .21 .14 .21 .14 .21 .14 .21 .14 .21 .14 .21 .14 .21 .14 27.35 15.041 32.371 7.751 32.371 7.751 32.371 7.751 26.233 11.286 23 1143 12 693 23 443 12.893 23.443 12.893 23.443 12.893 26.233 11 23.1 43 12.893 23.443 12.893 23.443 12693 23.443 12.893 26.233 11.286 23 443 12.893 23.443 12.893 23 443 12.893 23.443 12.893 26.233 11.286 26.233 11 286 76.733 11.286 26,233 11.286 26 233 11.286 26.233 11.7R6 26.233 1.1.286 26.233 11.286 26.233 11.286 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat:r3d] Page 152 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 13606 58 13610 13611 59 13615 13616 60 13620 13621 61 13625 136261 62 13630 13631 63 13635 13636 64 13640 13641 65 13645 13646 66 13650 13651 67 13655 13656 68 13660 13661 69 13665 13666 70 13670 13671 71 13675 13676 72 13680 13681 1 13685 13686 2 13690 13691 3 13695 13696 4 13700 13701 5 13705 13706 6 13710 13711 7 13715 13716 8 13720 13721 9 13725 13726 10 13730 13731 11 13735 13736 12 13740 13741 13 13745 Member Label Sec M39 I 1 5 I 1 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M39 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .04 .04 .04 .04 :04 .04 2.154 2.154 3.366 3.366 2.073 -2.073 3.447 3.447 .038 .038 .038 .038 .038 .038 .038 .038 2.152 2.152 -3.368 3.368 2.075 2.075 3.445 3.445 0 0 .043 .043 .025 .025 .043 .043. .043 .043 .043 .043 .029 .029 .029 .029 .029 .029 •1:528 1.528 -2.844 2.844 1.442 -1.442 2.929 2.929 v Shearfkl 13.576 13.319 13.576 13.319 13.576 13.319 16.451 16.194 8.656 8.399 10.701 10.444 18.496 18.239 9.864 9.671 9.864 9.671 9.864 9.671 9.864 9.671 1 2.739 12.546 4.944 4.751 6.989 6.796 14.784 14.591 0 0 2.115 2.442 1.331 1.658 2.115 2.442 2.115 2.442 2.115 2.442 1.527 1.854 1.527 1.854 1.527 1.854 -3:006 -3.333 1.442 1.769 1.224 1.551 2.788 3.114 z Shearfkl .126 .126 .126 .126 .126 .126 .271 .271 .32 .32 .522 .522 .571 .571 .118 .118 .118 .118 .118 .118 .118 .118 .278 .278 .327 .327 .515 .515 .564 .564 0 0 .031 .031 .027 .027 .031 .031 .031 .031 .031 .031 .028 .028 .028 .028 .028 .028 .278 .278 1.806 1.806 .215 .215 1.868 1.868 Torauefk ftl -6.21 -6.21 -6.21 -6.21 -6.21 -6.21 7.936 7.936 -6:692 6.692 -4.484 4.484 -5.728 5.728 4.236 -4.236 4736- 4.236 -4.236 4.236 -4.236 -4.236 5.963 5.963 -4.718 4.718 2.51 2.51 3.754 3.754 0 0 .763 .763 .401 .401 .763 .763 .763 .763 .763 .763 .492 .492 .492 .492 .492 .492 .929 .929 .804 .804 .598 .598 .723 .723 v -v Momentfk z -z Momentfk.. .21 26 233 .14 11.286 .21 26.233 .14 11.286 .21 26.233 .14 11.286 1.161 27.961 .406 17.579 2.989 17.156 -3.882 -6.636 1.581 24.505 .126 -4.993 2.569 35.31 4.163 15.936 .204 17.582 .126 -9.669 .204 17.582 .126 -9.669 .204 17.582 .126 -9.669 .204 17.582 .126 -9.669 1.167 19.31 .392 15.962 2.983 8.505 -3.896 5.02 1.575 15.854 .14 3.377 2.575 26.659 4.148 14.319 0 0 0 0 .078 7.738 .055 1.944 .055 5.669 .059 .683 .078 7.738 .055 1.944 .078 7.738 .055 1.944 .078 7.738 .055 1.944 .06 -6.186 .058 .998 .06 -6.186 058 .998 .06 -6.186 .058 .998 .022 10.842 1.202 2.628 2.356 -5.465 5.318 1.359 .177 -4.634 1.091 1.261 2.511 10.012 -5.429 2.53 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 153 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label Sec Axialfkl 13746 13750 13751 13755 13756 13760 13761 13765 13766 13770 13771 13775 13776 13780 13781 13785 13786 13790 13791 13795 13796 13800 13801 13805 13806 13810 13811 13815 13816 13820 13821 13825 13826 13830 13831 13835 13836 13840 13841 13845 13846 13850 13851 13855 13856 13860 13861 13865 13866 13870 13871 13875 13876 13880 13881 13885 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 1.143 1.143 2.135 2.135 1.084 1.084 2.194 2.194 1.143 1.143 2.135 2.135 1.084 1.084 ?.194 2.194 1.143 1.143' 2 -135 2.135 1 -084 -1.084 2.194 2.194 1.511 1.511 2.861 2.861 1 -459 1 -459 2.912 2.912 .06 .06 .023 .023 .023 .023 .023 .023 .043 .043 .051 .051 .051 .051 .051 .051 .051 .051 .043 .043 .051 .051 .051 .051 v ShearfIcl_ 2.195 2.522 1.023 1.349 .859 1.186 2.032 2.358 2.195 2.522 1.023 1.349 .859 -1.186 2.032 2.358 2.195 2.522 1.023 1.349 .859 1.186 2.032 2.358 -2.16 2.356 .596 .792 .378 .574' 1.942- 2.138 -2.961 -3.418 1.284 1.676 1.284 1.676 1. ?Rt1 1.676 -2.146 -2.538 2.538 -2.93 -2.538 2.93 -2.538 -2.93 2.538 2.93 -2.146 -2.538 2.538 -2.93 2.538 2.93 z Shearfkl Torauefk ftl v v Momentfk.. z z Momentfk_.. .213 .213 1.35 1.35 .157 .157 1.406 1.406 .213 .213 1.35 1.35 .157 157 1.406 1.406 .213 .213 1.35 1.35 .157 .157 1.406 1.406 .265 -.265 1.818 1.818 228 .228 1.856 1.856 .044 .044 .03 .03 .03 .03 .03 .03 .035 .035 .038 .038 .038 038 .038 .038 .038 .038 .035 .035 .038 .038 .038 .038 .616 .616 .522 .522 .367 .367 .461 .461 .616 .616 522 .522 .367 367 .461 .461 .616 .616 .522 .522 .367 .367 .461 .461 .624 :624 .498 .498 .292 .292 .418 .418 1.069 1.069 .337 .337 .337 .337 .337 .337 .735 .735. .916 .916 .916 .916 .916 .916 916 .916 .735 .735 .916 .916 .916 .916 .014 .918 1.765 3.972 .135 .802 1.886 -4.088 .014 .918 1.765 3.972 .135 802 1.886 4.088 .014 .918 1.765 3.972 .135 .802 1.886 4.088 .053 1.18 2.387 5.34 .146 1.114 2.48 -5.407 .109 .078 .056 .072 .056 .072 .056 .072 .082 -068 .093 .067 .093 -.067 .093 .067 .093 .067 .082 .068 .093 .067 .093 .067 -8.514 1.511 4.481 .559 -3.859 .486 7.892 1.437 8.514 1.511 -4.481 .559 -3.859 .486 7.892 1.437 -8.514 1.511 4.481 .559 -3.859 .486 7.892 1.437 7.747 1.85 2.369 .581 -1.539 .483 6.917 1.752 10.834 2.722 5.975 .315 -5.975 .315 5.975 .315 -8.251 1.702 9.286 2.333 9.286 2 -333 -9.286 2.333 -9.286 2.333 8.251 1 -702 -9.286 2.333 -9.286 2.333 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 154 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 13886 13890 13891 13895 13896 13900 13901 13905 13906 13910 13911 13915 13916 13920 13921 13925 13926 13930 13931 13935 13936 13940 13941 13945 13946 13950 13951 13955 13956 13960 13961 13965 13966 13970 13971 13975 13976 13980 13981 13985 13986 13990 13991 13995 13996 14000 14001 14005 14006 14010 14011 114015 114016 14020 14021 114025 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 -M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 M40 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axia lfkl .051 .051 .051 .051 .043 .043 .051 .051 .051 .051 :051 .051 .051 .051 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 2.164 2.164 -4.081 -4.081 2.079 2.079 4.166 4.166 .039 .039 .039 .039 .039 .039 .039 .039 2.16 2.16 v Shearfkl 2.538 2.93 2.538 2.93 2.146 2.538 2.538 2.93 2.538 2.93 2.538 2.93 2.538 -2.93 2.146 2.538 2.146 2.538' 2.146 2.538 2.146 -2.538 2.146 2.538 2.146 2.538 2.146 2.538 2.146 2.538 2.146 2.538 -2.146 2.538 2.146 2.538 2.146 -2.538 3.419 -3.811 1.185. 1.577 .873 1.265 -3.107 -3.499 1.903 2.198 1.903 2.198 1.903 2.198 1.903 -2.198 3.176 -3.471 z Shearfkl .038 .038 .038 .038 .035 .035 .038 .038 .038 .038 .038 .038 .038 .038 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .387 .387 2.589 2.589 .317 .317 2.659 2.659 .028 .028 .028 .028 .028 .028 -.028 .028 .38 .38 Torque fk ftl v v Momentfk...z z Momentfk... .916 .916 .916 .916 .735 .735 .916 .916 .916 916 .916 .916 .916 .916 .735 .735 .735 735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .972 .972 .793 .793 .498 .498 .677 .677 .687 .687 .687 .687 .687 .687 .687 .687 .924 .924 .093 .067 .093 .067 :082 .068 .093 .067 .093 .067 .093 .067 .093 .067 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .082 .068 .06 1.707 3.395 7.608 .224 1.57 3.558 -7.744 .07 .05 .07 .05 .07 .05 .07 .05 .072 1.688 9.286 I 2.333 I 9.286 2.333 -8.251 1.702 -9.286 2.333 9.286 2.333 -9.286 2.333 9.286 2.333 -8.251 1.702 8.251 1.702 -8.251 1.702 8.251 1.702 -8.251 1.702 -8.251 1.702 -8.251 1.702 8.251 1.702 -8.251 1.702 -8.251 1.702 -8.251 1.702 -8.251 1.702 12.685 2.679 5.003 .866 3.817 .726 11.499 2.539 -6.964 1.75 -6.964 1.75 6.964 1.75 6.964 1.75 11.399 2.726 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page -155 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 14026 14030 14031 14035 14036 14040 14041 14045 14046 14050 14051 14055 14056 14060 14061 14065 14066 14070 14071 14075 14076 14080 14081 14085 14086 14090 14091 14095 14096 14100 14101 14105 14106 14110 14111 14115 1 4116 1 4120 1 4121 1 4125 1 4126 1 4130 1 4131 1 4135 1 4136 1 4140 1 4141 1 4145 1 4146 1 4150 1 4151 1 4155 1 4156 1 4160 1 4161 1 4165 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M40 M40 M40 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearf Torauefk -4.085 .942 2.596 .745 -4.085 1.236 2.596 .745 2.083 .63 .324 .45 2.083 .924 .324 .45 4.162 -2.864 -2.652 .629 4.162 -3.159 2.652 .629 0 0 0 0 0 0 0 0 3.217 .133 0 0 2.937 .133 0 0 1.316 .142 .059 0 1.036 .142 .059 0 3 917 .133 0 0 2.937 -.133 0 0 3.217 .133 0 0 2.937 .133 0 0 3.217 .133 0 0 2.937 .133 0 0 1.791 .14 .044 0 1.511 .14 .044 0 1.791 .14 .044 0 1.511 .14 -044 0 1.791 .14 .044 0 1.511 .14 .044 0 2.225 031 .012 .0 1.946 .031 .012 0 2.996 .086 .077 0 2.716 .086 .077 0 4:209 .297 .011 0 3:929 .297 .011 0 3.438 .181 .076 0 3.159 .181 .076 0 1 .047 .017 .053 0 .767 .017 .053 0 1.625 .105 .102 0 1.345 .105 .102 0 2.535 .263 ..036 0 2.255 .263 .036 0 1.957 .176 .013 0 1.677 .176 .013 0 1.047 .017 .053 0 .767 .017 .053 0 1.625 .105 .102 0 1.345 .105 .102 0 2.535 .263 .036 0 2.255 .263 .036 0 1.957 .176 .013 0 1.677 .176 .013 0 1.047 .017 -.053 0 .767 .017 .053 0 1.625 .105 .102 0 1.345 .105 .102 0 2.535 .263 .036 0 2.255 .263 .036 0 1.957 .176 .013 0 1.677 .176 _013 0 v v Momentfk...z z I 3.407 I 7.626 .212 1.588 3.546 7,726 0 0 0 .005 0 .529 0 .005 0 .005 0 .005 0 .398 0 .398 I 0 .398 0 .105 0 .696 0 .095 0 .686 0 .473 0 .916 0 .323 0 .12 0 .473 0 .916 0 .323 0 .12 0 473 0 .916 0 -.323 0 .12 Momentfk... 3.717 1 .913 2.53 .774 10.212 2.587 0 0 0 1.199 0 1.282 0 1.199 0 1.199 0 1.199 0 1.261 0 1.26 0 1.261 0 .275 0 .773 0 2.674 0 1.626 0 .156 0 .941 0 2.367 0 1.581 0 _156 0 .941 0 2.367 0 1.581 0 .156 0 .941 0 2.367 0 1.581 RISA -3D Version 8.0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 156 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 14166 26 14170 14171 27 14175 14176 28 14180 14181 29 14185 14186 30 14190 14191 31 14195 14196 32 14200 14201 33 14205 14206 34 14210 14211 35 14215 14216 36 14220 14221 37 14225 14226 38 14230 14231 39 14235 14236 40 14240 14241 41 14245 14246 42 14250 14251 43 14255 14256 44 14260 14261 45 14265 14266 46 14270 14271 47 14275 14276 48 14280 14281 49 14285 14286 50 14290 14291 51 14295 14296 52 14300 14301 53 14305 Member Label M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 Sec 1 5 1 Axialfkl .938 .771 1.709 1.541 2.922 2.754 2.152 1.984 4.504 4.112 .818 .483 .818 .483 .818 .483 2.91 2.574 3.86 3.525 3.86 3.525 3.86 3.525 3.86. 3.525 2.91 2.574 3.86 3.525 3.86 3.525 3.86 3.525 3.86 3.525 2.91 2.574 3.86 3.525 3.86 3.525 3.86 3.525 3.86 3.525 2.91 2.574 2.91 2.574 2.91 2.574 2.91 2.574 2.91 2.574 v Shearfkl z Shearfkl .084 I .084 .033 .033 .244 .244 .127 .127 .187 .187 .175 .175 .175 .175 .175 .175 .165 .165 .16 .16 -.16 .16 .16 .16 .16 .16 .165 .165 .16 .16 .16 .16 .16 .16: .16 .16 .165 .165 .16 .16 .16 .16 .16 .16 .16 .16 .165 .165 .165 .165 .165 .165 .165 -.165 .165 .165 .011. .011 .077 .077 .011 .011 .076 .076 0 0 .094 .094 .094 .094 .094 .094 .03 .03 0 0 0 .0 0 0 0 0 .03 .03 0 0 0 0 0 0 0 0 .03 .03 0 0 0 0 0 0 0 0 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 Torauefk ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentfk...z z Momentfk.. 0 .103 0 .694 0 .097 0 .688 0 .007 0 .844 0 .844 0 .844 0 .268 0 .006 0 .006 0 .006 0 .006 0 .268 0 .006 0 .006 0 .006 0 .006 0 .268 0 .006 0 .006 0 .006 0 .006 0 .268 0 .268 0 .268 0 .268 0 .268 0 -.755 0 .293 0 2.194 0 1.146 0 1.679 0 1.571 0 1.571 0 1.571 0 1.481 0 1.439 0 1.439 0 1.439 0 1.439 0 1.481 0 1.439 0 1.439 0 1.439 0 1.439 0 1.481 0 1.439 0 1.439 0 1.439 0 1.439 0 1.481 0 1.481 0 1.481 0 1.481 0 1.481 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 157 1 i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section LC 54 114306 114310 114311 14315 14316 14320 14321 14325 14326 14330 14331 14335 14336 14340 14341 14345 14346 14350 14351 14355 14356 14360 14361 14365 14366 14370 14371 14375 14376 14380 14381 14385 14386 14390 14391 14395 14396 14400 14401 14405 14406 14410 14411 14415 114416 114420 114421 114425 14426 14430 114431 114435 14436 144401 1144411 1144451 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Forces (Continued) Member Label Sec Axialfkl M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M41 M42 M42 M42 M42 M42 M42 M42 M42 M42 1 5 1 5. 1 5 1 5 1. 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 2.91 2.574 2.91 2.574 2.91 2.574 2.91 2.574 2.91 2.574 2.91 2.574 2.91 2.574 1.493 1.157 2.593 2.258 4.327 3.991 3.226 2.89 2.895 2.644 2.895 2.644 2.895 2.644 2.895 2.644 1.478 1.227 2.579 2.327 4.312 4.061 3.212 2.96 0 0 19.421 19.141 19.209 18.929 19.421 19.141 19.421 19.141 19.421 19.141 19.262 18.982 19.262 18.982 19.262 18.982 v Shearfkl .165 .165 .165 -.165 .165 .165 .165 .165 -.165 .165 .165 .165 .165 .165 .07 .07 -.097 .097 .399 .399 .232 .232 .12 .12 .12 .12 .12 .12 .12 .12 .114 .114 .052 .052 .354 .354 .188 .188 0 0 -.071 .071 .066 .066 -.071 -.071 .071 .071 .071 .071 .067 .067 .067 .067 -.067 -.067 z Shearfkl .03 .03 .03 .03 .03 .03 .03 .03 -.03 -.03 .03 .03 .03 .03 .046 .046 .139 .139 .014 .014 .08 .08 0 0 0 0 0 0 0 0 .016 .016 .11 .11 .015 .015 .109 .109 0 0 .063 .063 .044 .044 .063 .063 .063 .063 .063 .063 .049 .049 .049 :049 .049 .049 Torauefk -ftl v -v Momentfk...z -z 0 0 1 O .268 0 0 O .268 0 0 0 .268 0 0 0 .268 0 0 O .268 0 0 0 .268 0 0 0 .268 0 0 0 .41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.255 0 .125 0 .719 0 .004 0 .004 0 .004 0 .004 0 .147 0 .991 0 .138 0 .982 0 0 0 567 0 .398 0. .567 0 .567 0 .567 0 .44 0 .44 0 .44 Momentfk... 0 1.481 0 1.481 0 I 1.481 0 1.481 0 1.481 0 1.481 0 1.481 0 .626 0 .871 0 3.587 0 2.09 0 I 1.079 I 0 1.079 0 1.079 0 1.079 0 1.027 0 .47 0 3.186 0 1.689 0 0 0 .636 0 .592 0 .636 0 .636 0 .636 0 .603 0 .603 0 .603 RISA 3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3dj Page 158 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 14446 14450 14451 14455 14456 14460 14461 14465 14466 14470 14471 14475 14476 14480 14481 14485 14486 14490 14491 14495 14496 14500 14501 14505 14506 14510 14511 14515 14516 14520 14521 14525 14526 14530 14531 14535 14536 14540 14541 14545 14546 14550 14551 14555 14556 14560 14561 14565 14566 14570 14571 114575 114576 114580 114581 14585 LC 10 11 12 13 14 15 16 17 1.8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M42 M42 M42 M42 M42. M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 RISA -3D Version 8.0 3 [T Sec 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfk v Shearfkl z Shearfkl 18.423 .044 .06 18.143 .044 .06 13.932 .044 .004 13.652 .044 .004 20.418 .185 .066 20.139 .185 .066 24.909 .097 .122 24.63 .097 .122 18.513 .019 .047 18.234 .019 .047 15.145 .047 .005 14.865 .047 .005 20.01 .153 .051 19.73 .153 .051 23.378 .087 .093 23.099 .087 .093 18.513 .019 .047 18.234 .019 .047 15.145 .047 .005 14.865 .047 .005 20.01 -.153 .051 19.73 .153 .051 23.378 .087 .093 23.099 .087 .093 18.513 .019 .047 18.234 .019 :047 15.145 .047 .005 14.865 .047 .005 20.01 .153 .051 19.73 .153 .051 23.378 .087 .093 23.099 .087 .093 10.655 .072 .035 10.487 .072 .035 6.164 .016 .021 5.996 .016 .021 12.65 .157 .041 12.482 .157 .041 17.141 .069 .097 16.973 .069 .097 27.189 .099 .088 26.797 .099 :088 22.966 .077 .046 22.63 .077 .046 22.966 -.077 .046 22.63 .077 .046 22.966 .077 .046 22.63 .077 .046 23.199 .082 .066 22.863 .082 .066 23.305 .085 .076 22.969 .085 .076 23.305 .085 .076 22.969 .085 .076 23.305 .085 .076 22.969 .085 .076 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk_.. 1 0 .542 0 .035 0 .591 0 1.098 0 .422 0 .042 0 .459 0 .839 0 .422 0 .042 0 .459 0 .839 0 .422 0 .042 0 .459 0 .839 0 .315 0 .191 0 .365 0 .871 0 .793 0 .41 0 .41 0 .41 0 .596 0 .68 0 .68 0 _.68 0 .393 0 .398 0 1.664. 0 .874 0 .168 0 .425 0 1.374 0 .782 0 -.168 0 .425 0 1.374 0 .782 0 .168 0 .425 0. 1.374 0 .782 0 .647 0 .143 0 1.41 0 .62 0 .89 0 .693 0 .693 0 .693 0 .741 0 .763 0 .763 0 .763 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 159 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 14586 14590 14591 14595 14596 14600 14601 14605 14606 14610 14611 14615 14616 14620 14621 14625 14626 14630 14631 14635 14636 14640 14641 14645 14646 14650 14651 14655 14656 14660 14661 14665 14666 14670 14671 14675 1 4676 1 4680 1 4681 1 4685 1 4686 1 4690 1 4691 1 4695 1. 4696 14700 14701 14705 14706 14710 14711 14715 14716 14720 14721 14725 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 M42 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 23.305 22.969 23.199 22.863 23.305 22.969 23.305 969 23.305 22.969 23.305 22.969 23.199 22.863 ?3 '305 22.969 ?3 105 22.969 23.305 22.969 23.305 22.969 23199 22.863 23 199 22 -863 23 199 R63 23.199 22.863 23 199- 22.863 23.199 22.863 23.199 77 861 23.199 22.863 23.199 22.863 23.199 22.863 23.199 22.863 23.199 22.863 21.773 2.1.438 15.358 15.022 24.624 24.288 31.04 30.704 17.478 17.227 v Shearfkl z Shearfkl .085 .085 .082 .082 .085 .085 .085 .085 .085 .085 .085 .085 .082 .082 .085 .085 -.085 .085 .085 .085 .085 .085 .082 .082 .082 .082 .082 .082 -.082 .082 .082 .082 .082 082 -.082 .082 .082 .082 .082 -.082 .082 .082 .082 .082 .082 .082 .081 .081 .045 .045 .246 -.216- .12 .12 .064 .064 .076 .076 .066 .066 .076 .076 .076 .076 .076 076 .076 .076 .066 .066 .076 .076 .076 .076 .076 .076 .076 076 .066 .066 066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .066 .062 062 .018 .018 .07 .07 .151 .151 .057 .057 Torauefk ftl v v Momentfk.. 0 .68 0 .596 0 .68 0 .68 0 68 0 68 0 596 0 .68 0 68 0 .68 0 68 0 .596 0 .596 0 .596 0 .596 0 .596 0 .596 0 .596 0 .596 0 .596 0 596 0 .596 0 .596 0 .56 0 .164 0 .631 0 1.355 0 .51 z -z Moment 0 .763 0 .741 0 .763 0 .763 0 .763 0 .763 0 .741 0 .763 0 .763 0 .763 0 .763 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .741 0 .728 -0 .401 0 2.21 0 1.081 0 .572 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 160 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 14726 14730 14731 67 14735 14736 68 14740 14741 69 14745 14746 70 14750 14751 71 14755 14756 72 14760 147611 1 14765 147661 2 14770 147711 3 14775 147761 4 14780 147811 5 14785 147861 6 14790 147911 7 14795 147961 8 14800 148011 9 14805 148061 10 14810 148111 11 14815 148161 12 14820 148211 13 14825 148261 14 14830 148311 15 14835 148361 16 14840 148411 17 14845 148461 18 14850 148511 19 1 14855 1 1 148561 20 1 14860 1 1 148611 21 1 14865 1 LC Member Label 66 1 M42 M42 M42 M42 M42 M42 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 Sec 1 5 1 5 1 5 1 5 1 5 1 5 M42 I 1 I 5 M43 1 5 0 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 17.478 17.227 17.478 17.227 17.478 17.227 16.053 15.802 9.637 9.386 18.904 18.652 25.319 25.068 0 18.449 18.169 17.948 17.668 18.449 18.169 18.449 18.169 18.449 18.169 18.073 17.794 18.073 17.794 18.073 17.794 20.097 19.818 14.183 13.903 16.801 16.521 22.715 22.435 19.309 19.03 14.874 14.594 16.837 16.557 21.273 20.993 19.309 19.03 14.874 14.594 16.837 16.557 21.273 20.993 v Shearfkl .064 .064 .064 .064 .064 .064 .1 .1 .026 .026 .227 .227 .101 .101 0 0 .056 .056 .015 .015 .056 .056 .056 .056 .056 .056 .025 .025 .025 .025 .025 .025 .159 .159 .042 .042 .047 .047 .069 .069 .102 .102 .015 .015 .052 .052 .035 .035 .102 .102 .015 .015 .052 -.052 .035 .035 z Shearfkl .057 .057 .057 .057 .057 .057 .053 .053 .028 .028 .061 .061 .141 .141 0 0 .081 .081 .031 .031 .081 .081 .081 .081 .081 .081 .043 .043 .043 .043 .043 .043 .093 .093 .034 .034 .069 .069 .196 .196 .052 .052 .043 .043 .034 .034 .129 .129 .052 .052 .043 .043 .034 .034 .129 .129 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... 0 .51 0 .51 0 .51 0 .475 0 .249 0 .545 0 1.269 0 0 0 .727 0 .276 0 .727 0 .727 0 .727 0 .388 0 .388 0 .388 0 .834 0 .307 0 .619 0 1.761 0 .469 0 .387 0 .308 0 1.164 0 .469 0 .387 0 .308 0 1.164 0 .572 0 .572 0 .572 0 .897 0 .232 0 2.041 0 .912 0 0 0 .502 0 .133 0 .502 0 .502 0 .502 0 .225 0 -.225 0 .225 0 -1.428 0 .38 0 .425 0 .623 0 .92 0 .134 0 .469 0 .316 0 .92 0 .134 0 .469 0 .316 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 161 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 14866 14870 14871 14875 14876 14880 14881 14885 14886 14890 14891 14895 14896 14900 14901 14905 14906 14910 14911 14915 14916 14920 14921 14925 14926 14930 14931 14935 14936 14940 14941 14945 14946 14950 14951 14955 14956 14960 14961 14965 14966 14970 14971 14975 14976 14980 14981 14985 14986 14990 14991 14995 14996 15000 15001 15005 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 Sec Axialfk v Shearfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 19.309 19.03 14.874 14.594 16.837 16.557 21.273 20993 12 12.55 6.803 6.635 9.421 9.253 15.335 15.168 25.828 25.437 21.337 21.002 21.337 21.002 21.337 21.002 21.888 21.553 22.139 21.803 22.139 21.803 139 21.803 22.139 21.803 21.888 21.553 22.139 21.803 22.139 21.803 22.139 21.803 22.139 21.803 21.888 21.553 22.139 21.803 22.139 21.803 22.139 21.803 22.139 21.803 21.888 21.553 .102 102 .015 .015 .052 052 .035 035 .136 136 .02 02 069 .069 .047 .047 078 078 .001 .001 .001 .001 .001 .001 046 .046 .067 .067 .067 .067 .067 .067 .067 067 .046 .046 .067 .067 .067 .067 .067 .067 .067 .067 .046 .046 .067 .067 .067 .067 .067 .067 .067 .067 .046 .046 z Shearfkl .052 .052 .043 .043 .034 .034 .129 .129 06 06 .066 .066 .037 .037 .163 .163 .113 .113 .017 .017 017 .017 ..017 .017 .072 .072 .097 .097 .097 .097 .097 .097 .097 .097 .072 .072 .097 .097 .097 .097 .097 .097 .097 .097 .072 .072 .097 .097 .097 .097 .097 .097 .097 .097 .072 .072 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... O 0 .469 .92 0 0 .387 .134 0 0 .308 .469 0 0 1.164 .316 O 0 .544 1.227 0 0 .598 .18 0 0 .329 .625 O 0 1.47 .422 0 0 1.018 .702 0 0 .15 .012 O 0 .15 .012 0 0 .15 .012 0 0 .647 .418 0 0 .872 .602 0 0 .872 .602 0 0 .872 .602 O 0 .872 .602 0 0 .647 .418 O 0 .872 .602 O 0 .872 .602 O 0 .872 -.602 O 0 .872 .602 0 0 .647 .418 0 0 .872 .602 0 0 .872 .602 0 0 .872 .602 0 0 .872 en.?_ 0 0 .647 .418 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 162 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 115006 115010 115011 51 115015 15016 52 15020 15021 53 15025 15026 54 15030 15031 55 15035 15036 56 15040 15041 57 15045 15046 58 15050 15051 59 15055 15056 60 15060 15061 61 15065 15066 62 15070 15071 63 15075 15076 64 15080 15081 65 15085 15086 66 15090 15091 67 15095 15096 68 15100 15101 69 15105 15106 70 15110 15111 15115 15116 15120 15121 15125 15126 15130 15131 15135 15136 15140 15141 15145 LC Member Label 50 1 M43 71 72 1 2 3 4 5 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M43 M44 M44 M44 M44 M44 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M43 1 5 M43 1 5 M43 1 5 M43 1 5 M43 1 5 M43 1 5 M43 1 5 M43 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 21.888 21.553 24.243 23.907 15.794 15.458 19.533 19.198 27.983 27.647 16.604 16.352 16.604 16.352 16.604 16.352 16.604 16.352 18.959 18.707 10.51 10.258 14.249 13.998 22.698 22.447 0 0 5.587 5.307 10.458 10.178 5.587 5.307 5.587 5.307 v Shearfkl .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .046 .193 .193 .027 .027 .101 .101 .066 .066 .05 .05 .05 .05 .05 .05 .05 .05 .197 .197 .031 .031 .097 .097 .069 .069 0 0 .125 .125 .102 .102 .125 .125 .125 .125 z Shearfkl .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .072 .089 .089 .092 .092 .055 .055 .236 .236 .073 .073 .073 .073 .073 .073 .073 .073 .09 .09 .091 .091 .056 .056 .237 .237 0 0 .015 .015 .107 .107 .015 .015 .015 .015 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentf k.. 0 .647 0 .647 0 .647 0 .647 0 .647 0 .647 0 .647 0 .647 0 .647 0 .647 0 .647 0 .8 0 .831 0 .493 0 2.124 0 .654 0 .654 0 .654 0 .654 0 .808 0 .823 0 .501 0 2.131 0 0 0 .133 0 .961 0 .133 0 .133 0 .418 0 .418 0 .418 0 .418 0 .418 0 .418 0 .418 0 .418 0 .418 0 .418 0 .418 0 1.741 0 .244 0 .905 0 .591 0 .451 0 .451 0 .451 0 .451 0 1.775 0 .278 0 .872 0 .625 0 0 0 1.129 0 .915 0 1.129 0 1.129 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 163 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 15146 15150 15151 15155 15156 15160 15161 15165 15166 15170 15171 15175 15176 15180 15181 15185 15186 15190 15191 15195 15196 15200 15201 15205 15206 15210 15211 15215 15216 15220 15221 15225 15226 15230 15231 15235 15236 15240 15241 15245 15246 15250 15251 15255 15256 15260 15261 15265 15266 15270 15271 15275 15276 15280 15281 15285 LC Member Label Sec 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 •5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfk v Shearfkl 5.587 5.307 9.24 8.961 9.24 8.961 9.24 8.961 4.331 4.051 6.696 6.417 6.843 6.563 4.477 4.198 8.298 8.018 10.072 9.793 10.182 9.903 8.408 8.129 8.298 8.018 10.072 9.793 10.182 9.903 8.408 8.129 8.298 8.018 10.072 9.793 10.182 9.903 8.408 8.129 2.096 1.928 4.461 4.294 4.608 4.44 2.243 2.075 7.821 7.43 14.498 14.163 14.498 14.163 14.498 14.163 .125 .125 .108 .108 .108 .108 .108 .108 .043 .043 .166 .166 .294 .294 .085 .085 .019 .019 .138 .138 .234 .234 .077 .077 .019 .019 .138 .138 .234 .234 .077 .077 .019 .019 .138 .138 .234 -.234 .077 .077 .094 .094 .116 .116 .244 .244 .034 .034 .176 .176 .112 .112 .112 .112 .112 .112 z Shearfkl .015 .015 .084 .084 .084 084 .084 .084 .022 072 _035 .035 .007 .007 .065 .065 .089 .089 .046 .046 .078 .078 .121 .121 .089 .089 .046 046 078 .078 .121 .121 .089 .089 .046 .046 .078 .078 .121 .121 .016 .016 .041 .041 .001 .001 .059 .059 .021 .021 .165 .165 .165 .165 .165 .165 Torouefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentf 0 0 .133 1.129 0 0 .754 .968 O 0 .754 .968 0 0 .754 .968 0 0 .199 391 0 0 .315 1.498 0 0 .067 2.649 O 0 .581 .761 O 0 .804 .172 0 0 .418 1.245 0 0 .704 2.108 O 0 1.09 .692 O 0 .804 .172 O 0 .418 1.245 O 0 .704 2.108 O 0 1.09 .692 O 0 .804 .172 0 0 .418 1.245 O 0 .704 2.108 O 0 1.09 .692 0 0 .146 .843 O 0 .369 1.046 O 0 .013 2.198 0 0 .528 .309 0 0 .186 1.581 0 0 1.484 1.012 0 0 1.484 1.012 0 0 1.484 1.012 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 164 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 15286 15290 15291 15295 15296 15300 15301 15305 15306 15310 15311 15315 15316 15320 15321 15325 15326 15330 15331 15335 15336 15340 15341 15345 15346 15350 15351 15355 15356 15360 15361 15365 15366 15370 15371 15375 15376 15380 15381 15385 15386 15390 15391 15395 15396 15400 15401 15405 15406 15410 15411 15415 15416 15420 15421 15425 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Member Label M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 Sec Axialfkl 1 9.14 5 8.804 1 6.704 5 6.369 1 6.704 5 6.369 1 6.704 5 6.369 1 6.704 5 6.369 1 9.14 5 8.804 1 6.704 5 6.369 1 6.704 5 6.369 1 6.704 5 6.369 1 6.704 5 6.369 1 9.14 5 8.804 1 6.704 5 6.369 1 6.704 5 6.369 1 6.704 5 6.369 1 6.704 5 6.369 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 9.14 5 8.804 1 7.345 5 7.01 v Shearfkl .139 .139 .151 .151 .151 .151 .151 .151 .151 .151 .139 .139 .151 .151 .151 .151 .151 .151 .151 .151 .139 .139 .151 .151 .151 .151 .151 .151 .151 .151 .139 .139 .139 .139 .139 .139 .139 .139 .139 .139 -.139 .139 .139 -.139 .139 .139 .139 .139 .139 .139 .139 .139 .139 .139 .103 .103 z Shearfkl .064 .064 .018 .018 .018 .018 .018 .018 .018 .018 .064 .064 .018 .018 .018 .018 .018 .018 .018 .018 .064 .064 .018 .018 .018 .018 .018 .018 .018 .018 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .064 .074 .074 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z 0 .574 0 .16 0 .16 0 .16 0 .16 0 .574 0 .16 0 .16 0 .16 0 .16 0 .574 0 .16 0 .16 0 .16 0 .16 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .574 0 .668 Momentfk... 0 1.248 0 1.355 0 1.355 0 1.355 0 1.355 0 1.248 0 1.355 0 1.355 0 1.355 0 1.355 0 1.248 0 1.355 0 1.355 0 1.355 0 1.355 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 1.248 0 .924 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 165 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label Sec Axialrkl 15426 15430 15431 15435 15436 15440 15441 15445 15446 15450 15451 15455 15456 15460 15461 15465 15466 15470 15471 15475 15476 15480 15481 15485 15486 15490 15491 15495 15496 15500 15501 15505 15506 15510 15511 15515 15516 15520 15521 15525 15526 15530 15531 15535 15536 15540 15541 15545 15546 15550 15551 15555 15556 15560 15561 15565 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M44 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 10.724 10.389 10.934 10.599 7.555 7.219 5.028 4.776 5.028 4.776 5.02.8 4.776 5.028 4.776 3.234 2.982 6.613 6.361 6.823 6.571 3.443 3.192 0 0 19.168 18.889 19.132 18.852 19.168 18.889 19.168 18.889 19.168 18.889 19.141 18.862 19.141 18.862 19.141 18.862 18.125 17.846 24.576 24.296 20.211 19.932 13.761 13.481 18.359 18.079 23.197 22.917 19.923 19.644 15.085 14.806 v Shearfkl .197 .197 .38 .38 .08 .08 .113 .113 .113 .113 .113 .113 .113 .113 .128 .128 .171 .171 .354 .354 .054 .054 0 0 .063 .063 .048 .048 .063 -.063 .063 .063 .063 .063 .052 .052 .052 .052 .052 .052 .053 .053 .085 .085 .18 .18 .042 .042 .035 .035 .068 .068 .139 .139 .036 .036 z Shearfkl .007 .007 .053 .053 .135 .135 .013 .013 .013 .013 .013 .013 .013 .013 .024 024 .058 .058 .003 .003 .084 .084 0 0 -.063 -.063 .05 .05 .063 .063 -.063 .063 .063 .063 .053 .053 .053 .053 .053 .053 .06 .06 .128 .128 .067 .067 .002 .002 .051 .051 .102 .102 056_ .056 -.004 .004 Torauerk -ftl 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentrk...z z Momentrk.. 0 .067 0 479 0 1.214 0 .12 0 12 0 .12 0 .12 0 .215 0 571 0 .025 0 .76 0 0 0 .57 0 .447 0 57 0 .57 0 .57 0 .477 0 477 0 .477 0 .54 0 1.155 0 6 0 016 0 455 0 .916 0 .5 0 .038 0 1.774 0 3.419 0 .721 0 1.016 0 1.016 0 1.016 0 1.016 0 1.155 0 1.543 0 3.188 0 .49 0 0 0 .569 0 .436 0 .569 0 .569 0 .569 0 .47 0 .47 0 .47 0 .479 0 .761 0 1.617 0 .377 0 -.316 0 .614 0 1.255 0 .325. RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 166 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 15566 15570 15571 15575 15576 15580 15581 15585 15586 15590 15591 15595 15596 15600 15601 15605 15606 15610 15611 15615 15616 15620 15621 15625 15626 15630 15631 15635 15636 15640 15641 15645 15646 15650 15651 15655 15656 15660 15661 15665 15666 15670 15671 15675 15676 15680 15681 15685 15686 15690 15691 15695 15696 15700 15701 15705 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 Sec 1 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 18.359 18.079 23.197 22.917 19.923 19.644 15.085 14.806 18.359 18.079 23.197 22.917 19.923 19.644 15.085 14.806 10.458 10.29 16.909 16.741 12.544 12.376 6.093 5.926 26.836 26.444 22.944 22.608 22.944 22.608 22.944 22.608 22.984 22.648 23.002 22.666 23.002 22.666 23.002 22.666 23.002 22.666 22.984 22.648 23.002 22.666 23.002 22.666 23.002 22.666 23.002 22.666 22.984 22.648 23.002 22.666 v Shearfkl .035 .035 .068 .068 .139 .139 .036 .036 .035 .035 .068 .068 .139 .139 .036 .036 .078 .078 .059 .059 .154 .154 .017 .017 .089 .089 .052 .052 .052 .052 .052 .052 .069 .069 .076 .076 .076 .076 .076 .076 .076 .076 -.069 .069 .076 .076 .076 .076 .076 .076 .076 .076 .069 .069 .076 .076 z Shearfkl .051 -.051 .102 .102 .056 .056 .004 .004 .051 .051 .102 .102 .056 .056 .004 .004 .035 .035 .103 .103 .041 .041 .027 .027 .089 .089 .054 .054 .054 .054 .054 .054 .069 .069 .076 .076 .076 .076 -.076 .076 .076 .076 .069 .069 .076 .076 .076 .076 -.076 .076 .076 .076 .069 .069 .076 .076 Torauelk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentrk...z z Momentfk... 0 .455 0 .916 0 .5 0 .038 0 .455 0 .916 0 .5 0 .038 0 .312 0 .927 0 .372 0 .244 0 .798 0 .487 0 .487 0 .487 0 .622 0 .684 0 .684 0 .684 0 .684 0 .622 0 .684 0 .684 0 .684 0 .684 0 .622 0 .684 0 .316 0 .614 0 1.255 0 .325 0 .316 0 .614 0 1.255 0 .325 0 .706 0 .534 0 1.389 0 .149 0 .797 0 .47 0 .47 0 .47 0 .617 0 .683 0 .683 0 .683 0 .683 0 .617 0 .683 0 .683 0 .683 0 .683 0 .617 0 .683 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 167 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 157061 46 15710 15711 47 15715 15716 48 15720 15721 49 15725 15726 50 15730 15731 51 15735 15736 52 15740 15741 53 15745 15746 54 15750 15751 55 15755 15756 56 15760 15761 57 15765 15766 58 15770 15771 59 15775 15776 60 15780 15781 61 15785 15786 62 15790 15791 63 15795 15796 64 15800 15801 65 15805 15806 66 15810 15811 67 15815 15816 68 15820 15821 69 15825 15826 70 15830 15831 71 15835 15836 72 15840 15841 1 15845 Member Label M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M45 M46 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfk v Shearfkl z Shearfkl 23.002 .076 .076 22.666 .076 .076 23.002 .076 .076 22.666 .076 .076 23.002 .076 .076 22.666 .076 .076 22.984 .069 .069 22.648 .069 .069 ?_984 .069 .069 22.648 .069 .069 22 984 .069 _069 22.648 .069 .069 22 984 .069 .069 22 848 .069 .069 22.984 .069 .069 22 648 .069 .069 22.984 -.069 .069 22.648 .069 .069 22.984 .069 .069 22.648 .069 069 22.984 .069 .069 22.648 -.069 .069 22.984 .069 .069 22.648 .069 -.069 22.984 .069 .069 22.648 .069 .069 22.984 _069 .069 22.648 .069 .069 22.984 .069 .069 22 648 .069 -.069 21.494 .098 .064 21.158 .098 .064 30.709 .099 .162 30.373 .099 .162 24.474 .235 .074 24.138 .235 .074 15.259 -.038 .024 14.923 -.038 .024 17.251 .057 .057 17 .057 .057 17.251 .057 .057 17 .057 .057 17.251 .057 .057 17 .057 .057 17.251 .057 .057 17 .057 .057 15.762 .109 .052 15.51 .109 .052 24.977 _087 .15 24.725 .087 .15 18.741 .223 .062 18.49 .223 .062 9.526 .026 .036 9.275 .026 .036 0 0 0 1 0 0 0 I Torauefk ftl v v Moment 11 0 0 O .684 0 0 0 .684 0 0 O -.684 0 0 0 .622 0 0 0 .622 0 0 0 .622 0 0 O .622 0 0 O .622 0 0 O .622 0 0 0 .622 0 0 A .622 0 0 0 .622 O 0 O .622 O 0 O .622 0 0 0 .622 0 0 0 .579 0 0 0 1.459 0 0 0 .665 O 0 0 .214 0 0 0 .513 0 0 O .513 0 0 O .513 O 0 O .513 0 0 0 .47 0 0 0 1.349 O 0 0 .556 0 0 0 .324 O 0 0 0 z z Momentfk... 0 .683 0 .683 0 .683 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .617 0 .88 0 .891 0 2.114 0 .342 0 .512 0 .512 0 .512 0 .512 0 .985 0 .787 0 2.009 0 .2.38 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 168 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 158461 2 158501 158511 3 15855 15856 4 15860 15861 5 15865 15866 6 15870 15871 7 15875 15876 8 15880 15881 9 15885 15886 10 15890 15891 11 15895 15896 12 15900 15901 13 15905 15906 14 15910 15911 15 15915 15916 16 15920 15921 17 15925 15926 18 15930 15931 19 15935 15936 20 15940 15941 21 15945 15946 22 15950 15951 23 15955 15956 24 15960 15961 25 15965 15966 26 15970 15971 27 159751 159761 28 15980] 159811 29 159851 Member Label M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 Sec Axialfkl 18.069 17.789 18.565 18.285 18.069 17.789 18.069 17.789 18.069 17.789 18.441 18.161 18.441 18.161 18.441 18.161 19.702 19.422 22.191 21.911 16.436 16.156 13.946 13.667 19.665 19.386 21.532 21.253 17.216 16.936 15.349 15.069 19.665 19.386 21.532 21.253 17.216 16.936 15.349 15.069 19.665 19.386 21.532 21.253 17.216 16.936 15.349 15.069 12.474 12.307 14.964 14.796 9.208 9.04 6.719 6.551 v Shearfkl .052 .052 .005 .005 .052 .052 052 .052 .052 .052 .017 .017 .017 .017 .017 .017 .157 .157 .066 .066 .054 -.054 .037 .037 .096 .096 .027 .027 .062 .062 .006 .006 .096 .096 .027 .027 .062 -.062 .006 .006 .096 .096 .027 .027 .062 .062 .006 .006 .136 .136 .045 .045 .074 .074 .017 .017 z Shearfkl .083 -.083 .055 .055 .083 .083 .083 .083 -.083 .083 .062 .062 .062 .062 .062 -.062 .093 .093 .196 .196 .072 .072 .031 .031 .07 .07 .147 .147 .054 -.054 .024 .024 .07 .07 .147 .147 .054 .054 .024 .024 .07 .07 .147 .147 .054 .054 .024 .024 .06 .06 .163 .163- .039 .039 .064 .064 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v Momentfk...z -z Momentfk... 0 .743 0 .495 0 .743 0 .743 0 .743 0 .557 0 .557 0 .557 0 .84 0 1.768 0 .647 0 .282 0 .63 0 1.326 0 .485 0 .212 0 .63 0 1.326 0 .485 0 .212 0 .63 0 1.326 0 -.485 0 .212 0 .543 0 1.471 0 .349 0 .579 0 .464 0 .046 0 -.464 0 .464 0 .464 0 .151 0 .151 0 .151 0 1.411 0 .591 0 .484 0 .336 0 .862 0 .246 0 .56 0 .055 0 .862 0 .246 0 .56 0 .055 0 .862 0 .246 0 .56 0 -.055 0 1.226 0 .406 0 .669 0 .151 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 Page 169 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 159861 159901 15991 31 15995 15996 32 16000 16001 33 16005 16006 34 16010 16011 35 16015 16016 36 16020 16021 37 16025 16026 38 16030 16031 39 16035 16036 40 16040 16041 41 16045 16046 42 16050 16051 43 16055 16056 44 16060 16061 45 16065 16066 46 16070 16071 47 16075 16076 48 16080 16081 49 16085 16086 50 16090 16091 51 16095 16096 52 16100 16101 53 16105 16106 54 16110 16111 55 16115 16116 56 16120 16121 57 16125 LC Member Label Sec 30 I M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 AxialfkL v Shearfkl 25.296 .072 24.905 .072 22.476 .012 22.14 .012 22.476 .012 22.14 .012 22.476 .012 22.14 .01 21.93 .039 21.595 .039 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.93 .039 21.595 .039 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.93 .039 21.595 .039 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.682 .062 21.347 .062 21.93 .039 21.595 .039 21.93 .039 21.595 .039 21.93 .039 21.595 .039 21.93 .039 21.595. .039 21.93 .039 21.595 .039 21.93 .039 21.595 .039 21.93 .039 21.595 .039 21.93 .039 21.595 .039 21.93 .039 21.595 .039 z Shearfkl .116 I 0 .116 0 .055 0 055 0 .055 0 055 0 .055 0 .055 0 .085 0 .085 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .085 0 .085 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 -.085 0 .085 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .099 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 .085 0 Torauefk ftl v v Momentfk...z z Momentfk_.. 0 1.041 0 .495 0 .495 0 .495 0 .768 0 .892 0 .892 0 .892 0 892 0 .768 0 892 0 .892 0 .892 0 .892 0 768 0 .892 0 .892 0 .892 0 892 0 768 0 .768 0 .768 0 768 0 .768 0 768 0 .768 0 .768 0 .768 0 .649 0 .111 0 .111 0 .111 0 .348 0 .556 0 .556 0 .556 0 -.556 0 .348 0 .556 0 -.556 0 .556 0 .556 0 .348 0 .556 0 .556 0 .556 0 .556 0 .348 0 348 0 348 0 348 0 348 0 348 0 348 0 .348 0 348 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 170 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 16126 16130 16131 16135 16136 16140 16141 16145 16146 16150 16151 16155 16156 16160 16161 16165 16166 16170 16171 16175 16176 16180 16181 16185 16186 16190 16191 16195 16196 16200 16201 16205 16206 16210 16211 16215 16216 16220 16221 16225 16226 16230 16231 16235 16236 16240 16241 16245 16246 16250 16251 16255 16256 16260 16261 16265 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M46 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 Se 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 21.93 21.595 21.93 21.595 21.93 21.595 24.263 23.928 27.819 27.484 19.597 19.262 16.041 15.706 16.262 16.01 16.262 16.01 16.262 16.01 16.262 16.01 18.595 18.343 22.151 21.899 13.929 13.677 10.373 10.121 0 0 .358 .198 .131 .291 .358 .198 .358 .198 .358 .198 .009 .169 .009 .169 .009 .169 .335 .175 .375 .215 .381 .221 .341 .181 v Shearfkl .039 .039 .039 .039 .039 .039 .189 .189 .059 .059 .112 .112 .018 .018 .046 .046 .046 .046 .046 .046 .046 .046 .197 .197 .067 .067 .104 .104 .026 .026 0 0 .005 -.005 .013 .013 .005 .005 .005 .005 .005 .005 .011 .011 .011 .011 .011 .011 .003 .003 .005 .005 .014 -.014 .006 .006 z Shearfkl .085 .085 .085 .085 .085 .085 .101 .101 .248 .248 .07 .07 .077 .077 .074 .074 .074 .074 .074 .074 .074 .074 .09 .09 -.237 .237 .059 .059 .088 .088 0 0 .005 .005 .002 .002 .005 .005 .005 .005 .005 .005 0 0 0 0 0 0 .006 .006 .011 .011 .004 .004 .002 .002 Torauefk -ftl v -v Momentfk...z -z Momentfk... I O 0 I 0 I O .768 .348 O 0 0 O .768 .348 II 0 0 0 0 .768 .348 0 0 0 0 .906 1.702 0 0 0 O 2.232 .53 0 0 0 0 .63 1.006 O 0 0 0 .697 .166 0 0 0 0 -.669 .417 0 0 0 0 .669 .417 0 0 0 0 .669 .417 0 0 0 0 .669 .417 0 0 0 0 .807 1.771 0 0 0 0 2.134 .599 0 0 0 0 .531 .937 0 0 0 -.235 0 0 0 0 0 0 .005 .005 0 0 0 0 0 0 .004 .004 -.004 .004 .004 .004 .016 .016 .006 .006 .016 .016 .006 .006 0 .796 0 0 .025 .019 .011 .007 .025 .019 .025 .019 .025 .019 .002 0 .002 0 .002 0 .029 .021 .033 .068 .021 .017 .017 .031 .026 .021 .034 .083 .026 .021 .026 .021 .026 .021 .032 .067 .032 .067 .032 .067 .015 .042 .022 .02 -.038 .084 .031 .022 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 171 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 16266 16270 16271 15 16275 16276 16 16280 16281 17 16285 16286 18 16290 16291 19 16295 16296 20 16300 16301 21 16305 16306 22 16310 16311 23 16315 16316 24 16320 16321 25 16325 16326 26 16330 16331 27 163351 163361 28 163401 163411 29 163451 16346 30 16350 16351 31 16355 16356 32 16360 16361 33 16365 16366 34 16370 16371 35 16375 16376 36 16380 16381 37 16385 16386 38 16390 16391 39 16395 16396 40 16400 16401 41 16405 LC Member Label 14 1 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 Sec I 1 1 5 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk -ftl v -v Momentfk.. .026 .005 0 .008 1 .001 .186 .005 0 .008 0 .004 .011 .004 .008 .004 .156 .011 .004 .008 .036 .009 .017 0 .016 .005 -.151 .017 0 -.016 .002 .022 .011 .005 0 .008 .182 .011 .005 0 .038 .026 .005 0 .008 .001 .186 .005 0 .008 0 .004 .011 .004 .008 .004 156 .011 .004 008 .036 .009 .017 0 .016 .005 .151 .017 0 .016 .002 .022 .011 .005 0 .008 .182 .011 .005 0 .038 .026 .005 0 .008 .001 -.186 .005 0 .008 0 .004 .011 004 .008 .004 .156 .011 .004 .008 .036 .009 .017 0 .016 .005 .151 .017 0 .016 .002 022 .011 005 0 008 182 .011 .005 0 .038 .192 .005 004 .016 .019 .096 .005 .004 .016 .013 .232 .003 .009 .006 .023 .136 .003 .009 .006 .061 238 .011 002 .016 011 .142 .011 .002 .016 .009 .198 .004 .003 .006 .007 .102_ .004 .003 .006 .039 .501 .007 -.007 0 .035 .277 .007 .007 0 .026 -.353 .019 .005 .008 .028 .545 .019 .005 .008 .019 .353 -.019 .005 .008 .028 .5.15 .019 .005 .008 .019 .353 .019 005 .008 .028 .545 .019 .005 .008 .019 .185 .01 .002 .003 .012 .007 .01 .002 .003 .009 .43 .006 .006 0 .03 .238 .006 .006 0 .022 .43 .006 .006 0 .03 .238 .006 .006 0 .022 .43 .006 .006 0 .03 .238 .006 .006 0 .072 .43 .006 .006 0 .03 .238 .006 .006 0 .022 .185 .01 -.002 .003 .012 -.007 .01 .002 .003 .009 .43 -.006 .006 0 .03 .238 .006 .006 0 .022 .43 .006 -.006 0 .03 .23F1_ .006 .006 0 .022 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] z z Momentrk... .023 1 .02 .029 .067 .041 .114 .035 .068 .023 .02 .029 067 .041 .114 .035 .068 .023 .02 .029 .067 .041 .114 .035 068 -.004 05 .011 .012 .028 .075 02 .013 -.037 .029 .044 .124 .044 .124 .044 .124 .035 .056 -.032 .025 03?_ 025 .032 .025 .032 .025 .035 .056 032 .025 -.032 .025 Page 172 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 16406 42 16410 16411 43 16415 16416 44 16420 16421 45 16425 16426 46 16430 16431 47 16435 16436 48 16440 16441 49 16445 16446 50 16450 16451 51 16455 16456 52 16460 16461 53 16465 16466 54 16470 16471 55 16475 16476 56 16480 16481 57 16485 16486 58 16490 16491 59 16495 16496 60 16500 16501 61 16505 16506 62 16510 16511 63 1651 16516 64 16520 16521 65 16525 16526 66 16530 16531 67 16535 16536 68 16540 16541 69 16545 Member Label M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 M47 Sec Axialfkl .43 .238 .43 .238 .185 .007 .43 .238 .43 .238 .43 .238 .43 .238 .185 .007 .185 .007 .185 .007 .185 .007 .185 .007 .185 -.007 .185 .007 .185 .007 .185 .007 .185 .007 .185 .007 .185 .007 .152 .04 .21 .018 .219 .027 .16 .032 .322 .178 .322 .178 .322 .178 .322 .178 .289 .145 v Shearfkl .006 .006 .006 .006 .01 .01 .006 .006 .006 .006 .006 .006 .006 .006 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 -.01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .002 .002 .009 .009 .022 .022 .011 .011 .005 .005 .005 -.005 .005 .005 .005 .005 .007 :007 z Shearfkl .006 .006 .006 .006 .002 .002 .006 .006 .006 .006 .006 .006 .006 .006 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .012 .012 .001 .001 .007 .007 .004 .004 .004 .004 .004 .004 .004 -.004 .005 .005 Torauerk ftl v v Momentfk...z z Momentfk... 0 .03 I .032 I 0 .022 I .025 I 0 .03 I .032 0 .022 .025 .003 .012 .035 .003 .009 .056 0 .03 .032 O .022 .025 0 .03 .032 O .022 .025 0 .03 .032 0 .022 .025 0 .03 .032 O .022 .025 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 -.035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 .003 .009 .056 .003 .012 .035 -.003 .009 .056 .021 .018 -.019 .021 .012 .034 .011 .023 .029 .011 .081 .055 .026 .006 .052 .026 .007 .146 .006 0 .042 .006 .062 .057 0 .023 .024 0 .017 .019 0 .023 .024 0 .017 .019 0 .023 .024 0 .017 .019 0 .023 -.024 0 .017 .019 .023 .028 .007 .023 .02 .071 RISA Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 173 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 16546 16550 16551 16555 16556 16560 16561 16565 16566 16570 16571 16575 16576 16580 16581 16585 16586 16590 16591 16595 16596 16600 16601 16605 16606 16610 16611 16615 16616 16620 16621 16625 16626 16630 16631 16635 16636 16640 16641 16645 16646 16650 16651 16655 16656 16660 16661 16665 16666 16670 166711 166751 166761 166801 166811 166851 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label Sec M47 1 5 M47 1 5 M47 1 5 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 1 5 1 5 1 5 1 5 1 5 1 Axialf� v .347 .203 .356 .212 .298 .154 0 0 1.293 .002 1.133 .002 5.745 .009 5.585 .009 1.293 .002 1.133 .002 1.293 .002 1.133 .002 1.293 .002 1.133 .002 4.632 .006 4.472 .006 4.632 .006 4.472 .006 4.632 .006 4.472 .006 1.311 .009 1.151 .009 1.353 .002 1.193 .002 1.275 .005 1.115 .005 1.234 .002 1.074 .002 4.646 0 4.486 0 4.677 .006 4.517 .006 4.619 .011 4.459 .011 4.588 .006 4.428 .006 4.646 0 4.486 0 4.677 .006 4.517 .006 4.619 .011 4.459 .011 4.588 .006 4.428 .006 4.646 0 4.486 0 4.677 .006 4.517 .006 4.619 .011 4.459 .011 4.588 .006 4.428 .006 Shearfkl z Shearfk 1 .004 .004 .017 017 .006 .006 0 0 .014 .014 .003 .003 .005 005 0 0 .019 019 .092 .092 .019 019 .019 .019 .019 .019 .074 .074 .074 .074 .074 .074 014 .014 063 063 024 .024 .024 024 .07 07 .107 .107 .078 .078 .041 .041 07 07 .107 .107 .078 078 .041 041 07 .07 .107 -.107 .078 .078 .041 .041 Torauefk ftl v v Momentfk...z z Momentfk_.. .009 .009 .023 .023 .009 .009 0 0 .003 003 .014 014 .003 .003 O03_ .003 .003 .003 .011 .011 .011 .011 011 .011 .017 017 .026 .026 .023 .023 .02 .02 .004 .004 .029 .029 .026 .026 .006 .006 .004 004 .029 .029 -.026 .026 .006 .006 .004 .004 .029 .029 .026 .026 .006 .006 .034 .088 .017 014 .011 .054 0 0 .017 .157 .082 .748 .017 .157 .017 .157 .017 157 .066 .6 .066 .6 .066 .6 .01 .118 .047 .52 .025 .195 013 .207 06 571 .088 .872 .071 .629 .043 327 .06 .571 .088 .872 .071 .629 .043 .327 .06 .571 .088 872 .071 629 .043 .327 017 .018 .04 .109 .03 .02 0 0 03 .008 .027 .104 03 .008 .03 008 .03 .008 .028 .08 .028 .08 .028 .08 .036 -.049 .03 .009 .024 .065 .03 .007 .032 .037 .028 081 .023 .123 .027 .079 .032 037 028 .081 .023 123 .027 .079 .032 037 .028 .081 .023 .123 .027 .079 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 174 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 16686 16690 16691 16695 16696 16700 16701 16705 16706 16710 16711 16715 16716 16720 16721 16725 16726 16730 16731 16735 16736 16740 16741 16745 16746 16750 16751 16755 16756 16760 16761 16765 16766 16770 16771 16775 16776 16780 16781 16785 16786 16790 16791 16795 16796 16800 16801 16805 16806 16810 16811 16815 16816 16820 16821 16825 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 Sec Axialfkl .794 .698 .835 .739 .758 .662 .717 .621 1.811 1.587 8.675 8.483 8.675 8.483 8.675 8.483 3.778 3.586 1.552 1.36 1.552 1.36 1.552 1.36 1.552 1.36 3.778 3.586 1.552 1.36 1.552 1.36 1.552 1.36 1.552 1.36 3.778 3.586 1.552 1.36 1.552 1.36 1.552 1.36 1.552 1.36 3.778 3.586 3.778 3.586 3.778 3.586 3.778 3.586 3.778 3.586 v Shearfkl .009 .009 .001 .001 .006 .006 .002 .002 .003 .003 .015 .015 .015 .015 .015 .015 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 z Shearfkl .007 .007 .055 .055 .017 .017 .032 .032 .027 .027 .14 .14 .14 .14 .14 .14 .06 .06 .023 .023 .023 .023 .023 .023 .023 .023 .06 .06 .023 .023 .023 .023 .023 .023 .023 .023 .06 .06 .023 .023 .023 .023 .023 .023 .023 .023 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 Torouefk ftl v v Momentfk.. z z .018 .018 .025 .025 .022 .022 .021 .021 .004 .004 .021 .021 .021 .021 .021 .021 .009 .009 .004 .004 .004 .004 .004 .004 .004 .004 .009 .009 .004 .004 .004 .004 004 -.004 .004 .004 .009 .009 .004 .004 .004 .004 .004 .004 .004 .004 .009 -.009 .009 .009 .009 .009 .009 .009 .009 .009 .003 .056 .041 .458 .018 .132 .02 .269 .024 219 .124 1.133 .124 1.133 .124 1.133 .053 .484 .021 .188 .021 .188 .021 .188 .021 .188 .053 .484 .021 .188 .021 .188 .021 .188 .021 .188 .053 .484 .021 .188 .021 188 .021 .188 .021 .188 .053 .484 .053 -.484 .053 .484 .053 -.484 .053 .484 Momentfk__ .024 .052 I .018 .006 .012 .062 .018 .004 .042 .011 .031 .163 .031 .163 .031 .163 .034 .058 .036 .01 .036 .01 .036 .01 .036 .01 .034 .058 .036 .01 .036 .01 .036 .01 .036 .01 .034 .058 .036 .01 .036 .01 .036 .01 .036 .01 .034 .058 .034 .058 .034 .058 .034 .058 .034 .058 RISA -3D Version 8.0 3 [T X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 175 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 16826 16830 16831 16835 16836 16840 16841 16845 16846 16850 16851 16855 16856 16860 16861 16865 16866 16870 16871 16875 16876 16880 16881 16885 16886 16890 16891 16895 16896 16900 16901 16905 16906 16910 16911 16915 16916 16920 16921 16925 16926 16930 16931 16935 16936 16940 16941 16945 16946 16950 16951 16955 16956 16960 16961 16965 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label Sec M48 1 5 1 5 1 5 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M48 M4R M48 M48 M48 5 M48 1 5 M48 M48 M49 M49 M49 M49 M49 M49 M49 M49 M49 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 3.778 3.586 3.778 3.586 3.778 3.586 3.778 3.586 3.778 3.586 3.778 3.586 3.778 3.586 3.804 3.612 3.863 3.671 3.752 3.56 3.693 3.501 1.164 1.02 1.164 1.02 1.164 1.02 1 164 1.02 1.19 1.046 1.249 1.105 1.138 .994 1.079 .935 0 0 .791 .631 4.499 4.339 .791 .631 .791 .631 .791 .631 3.572 3.412 3.572 3.412 3.572 3.412 v Shearfkl z Shearfkl .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .007 .007 .003 .003 .013 .013 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .012 .012 .002 .002 .008 .008 .002 .002 0 0 .001 .001 .002 .002 .001 .001 .001 .001 .001 .001 .002 .002 .002 .002 .002 .002 -.06 .06 06 .06 .06 .06 06 .06 .06 .06 .06 .06 .06 .06 .052 .052 122 .122 .067 .067 .003 .003 017 .017 .017 .017 .017 .017 .017 -.017 01 01 .08 .08 .025 .025 .045 .045 0 0 002 .002 .014 .014 .002 .002 .002 .002 .002 .002 .011 .011 .011 .011 .011 -.011 Tom uefk -ftl .009 .009 .009 .009 .009 .009 .009 .009 .009 009 -.009 .009 .009 .009 .019 .019 .042 .042 .038 .038 .024 .024 .003 .003 .003 .003 .003 .003 .003 .003 .026 .026 .036 .036 .031 .031 .03 .03 0 0 0 0 .003 .003 0 0 0 0 0 0 .002 .002 .002 .002 -.002 .002 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] v v Momentlf.z z Momentfk... .053 .034 .484 .058 .053 .034 .484 .058 .053 .034 .484 .058 .053 .034 .484 .058 .053 .034 .484 .058 .053 .034 .484 .058 .053 .034 .484 .058 .042 .044 .429 .024 .096 .035 1.003 .059 .063 .025 .53R_ .139 .01 .034 .036 .057 .016 .027 .141 .007 .016 .027 .141 .007 .016 .027 .141 .007 .016 .027 .141 .007 .005 .036 .086 .074 .059 .027 .66 .008 .026 .018 .196 .089 .028 .027 .378 .006 0 0 0 0 .026 0 .007 .011 .067 0 .059 .022 026 0 007 .011 .026 0 .007 .011 .026 0 .007 011 .057 0 .042 .019 .057 0 .042 .019 .057 0 .042 .019 I Page 176 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 16966 16970 16971 16975 16976 16980 16981 16985 16986 16990 16991 16995 16996 17000 17001 17005 17006 17010 17011 17015 17016 17020 17021 17025 17026 17030 17031 17035 17036 17040 17041 17045 17046 17050 17051 17055 17056 17060 17061 17065 17066 17070 17071 17075 17076 17080 17081 17085 17086 17090 17091 17095 17096 17100 17101 17105 LC Member Label 10 1 M49 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 Sec Axialfkl .806 .646 .715 .555 .775 .615 .866 .706 3.584 3.424 3.515 3.355 3.561 3.401 3.629 3.469 3.584 3.424 3.515 3.355 3.561 3.401 3.629 3.469 3.584 3.424 3.515 3.355 3.561 3.401 3.629 3.469 .49 .394 .399 .303 .459 .363 .55 .454 1.107 .883 6.882 6.69 6.882 6.69 6.882 6.69 2.803 2.611 .949 .757 .949 .757 .949 .757 v Shearfkl .008 .008 .002 .002 .005 .005 0 0 .007 .007 .002 .002 .003 .003 .002 .002 .007 .007 .002 .002 .003 .003 .002 .002 .007 .007 .002 .002 .003 .003 .002 .002 .007 .007 .001 .001 .006 .006 0 0 .002 .002 .003 .003 .003 .003 .003 .003 .002 .002 .001 .001 .001 .001 .001 .001 z Shearfkl .002 .002 .045 .045 .002 .002 .041 .041 .011 .011 .043 .043 .011 .011 .021 .021 .011 .011 .043 .043 .011 .011 .021 .021 .011 .011 .043 .043 .011 .011 .021 .021 0 0 .044 .044 .002 .002 .042 .042 .003 .003 .022 .022 .022 .022 .022 .022 .008 .008 .003 .003 .003 .003 .003 .003 Torauefk ftl v v Momentfk...z z Momentfk... .006 .006 .011 .011 .004 .004 .013 .013 .006 .006 .007 .007 .002 .002 .011 .011 .006 .006 .007 .007 .002 .002 .011 .011 .006 .006 .007 .007 .002 .002 .011 .011 .006 .006 .011 .011 .005 .005 .012 .012 .001 .001 .004 .004 .004 .004 .004 .004 .002 .002 .001 .001 .001 .001 .001 -.001 .026 .01 .079 .328 .025 .004 .028 .341 .057 .04 .097 .293 .056 .045 .017 .208 .057 04 .097 .293 .056 .045 .017 .208 .057 .04 .097 .293 .056 .045 .017 .208 .016 .007 .069 -.33 .015 0 .038 .338 .036 .009 .097 .096 .097 .096 .097 .096 .052 -.025 .031 .008 .031 .008 .031 .008 .006 .063 .004 .011 .006 .041 .003 .01 .004 .058 .002 .019 .005 .02 .003 .019 .004 .058 .002 .019 .005 .02 .003 .019 .004 .058 .002 .019- .005 .02 .003 .019 .006 .059 .004 .007 .006 .046 .003 .006 0 .015 0 .031 0 .031 0 .031 0 .019 0 .013 0 .013 0 .013 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 177 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 17106 17110 17111 17115 17116 17120 17121 41 17125 17126 42 17130 17131 43 17135 17136 44 17140 17141 45 17145 17146 46 17150 17151 47 17155 17156 48 17160 17161 49 17165 17166 50 17170 17171 51 17175 17176 52 17180 17181 53 17185 17186 54 17190 17191 55 17195 17196 56 17200 17201 57 17205 17206 58 17210 17211 59 17215 17216 60 17220 17221 61 17225 17226 62 17230 17231 63 17235 17236 64 17240 17241 65 17245 LC Member Label Sec 38 M49 1 5 39 M49 1 5 40 M49 1 5 M49 1 M49 1 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 M49 5 5 1 5 1 5 1 5 1 5 1 Axialfkl .949 .757 2.803 2.611 .949 .757 .949 .757 .949 .757 .949 .757 2.803 2.611 .949 .757 .949 .757 .949 .757 .949 .757 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.803 2.611 2.825 2.633 2.695 2.503 2.781 2.589 2.911 2.719 .712 .568 v Shea rfkl .001 .001 .002 .002 .001 .001 .001 .001 001 .001 .001 001 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .011 .011 .003 .003 .007 .007 .001 .001 .001 .001 z Shearfkl_ .003 -.003 .008 .008 .003 .003 .003 .003 .003 .003 .003 .003 .008 .008 .003 .003 .003 .003 .003 .003 .003 .003 .008 .008 .008 -.008 .008 .008 .008 .008 .008 .008 -.008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .07 .07 .009 .009 .053 .053 .002 .002 Torauefk ftl v v Momentfk...z z Momentik... .001 .001 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 002 001 .001 .001 .001 .001 .001 .001 -.001 .002 .002 .002 .002 002 .002 002 .002 .002 .002 .002 002 .002 .002 .002 .002 .002 002 .002 002 002 .002 .002 .002 .009 .009 015 .015 .005 .005 019 .019 0 0 .031 .008 .052 .025 .031 .008 .031 .008 .031 008 .031 .008 .052 .025 .031 .008 .031 .008 .031 .008 .031 .008 .052 .025_ .052 .025 .052 .025 .052 -.025 .052 .025 .052 .025 .052 .025 .052 .025 .052 .025 .052 .025 .052 .075 .052 .025 .053 .02 .178 .502 .051 .029 .025 .453 .023 .006 0 .013 0 .019 0 .013 0 .013 0 .013 0 .013 0 .019 0 .013 0 .013 0 .013 0 .013 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 0 .019 .008 .093 .005 .019 .008 .056 .005 .018 0 -.01 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 178 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 17246 66 17250 17251 67 17255 17256 68 17260 17261 69 17265 17266 70 17270 17271 71 17275 17276 72 17280 17281 1 17285 17286 2 17290 17291 3 17295 17296 4 17300 17301 5 17305 17306 6 17310 17311 7 17315 17316 8 17320 17321 9 17325 17326 10 17330 17331 11 17335 17336 12 17340 17341 13 17345 17346 14 17350 17351 15 17355 17356 16 17360 17361 17 17365 17366 18 173701 173711 19 173751 173761 20 173801 173811 21 173851 Member Label M49 M49 M49 M49 M49 M49 M49 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .712 .568 .712 .568 .712 .568 .733 .589 .604 .46 .69 .546 .82 .676 0 0 .364 .204 3.924 3.764 .364 .204 .364 .204 .364 .204 3.034 2.874 3.034 2.874 3.034 2.874 .273 .113 .497 .337 .455 .295 .232 .072 2.966 2.806 3.134 2.974 3.103 2.943 2.935 2.775 2.966 2.806 3.134 2.974 3.103 2.943 2.935 2.775 v Shearfkl .001 .001 .001 .001 .001 .001 .01 .01 .002 .002 .008 .008 0 0 0 0 .003 .003 .008 .008 .003 .003 .003 .003 .003 .003 .005 .005 .005 .005 .005 .005 .003 .003 .003 .003 .009 .009 .003 .003 .01 .01 .005 .005 0 0 .005 .005 .01 .01 .005 .005 0 0 .005 .005 z Shearfkl .002 .002 .002 .002 -.002 .002 .002 .002 .064 .064 .002 .002 .06 .06 0 0 .009 .009 .027 .027 .009 .009 .009 .009 .009 .009 .018 .018 .018 .018 .018 .018 .011 .011 .087 .087 .007 .007 .105 .105 .017 .017 .09 .09 -.02 .02 .054 .054 .017 .017 .09 .09 .02 .02 .054 .054 Torauefk ftl v v Momentfk...z z Momentfk... 0 0 0 0 0 0 .008 .008 .016 .016 .006 .006 .018 .018 0 0 .001 .001 .004 .004 .001 .001 .001 .001 .001 .001 .003 .003 .003 .003 .003 .003 .011 .011 .053 .053 .013 .013 .056 .056 .012 .012 .044 .044. .006 .006 .038 .038 .012 .012 .044 .044 .006 .006 .038 .038 .023 .006 .023 .006 .023 .006 .024 .01 .1 .472 .022 .001 .053 .484 0 0 .007 .073 .025 .223 .007 .073 .007 .073 .007 .073 .017 .149 .017 .149 .017 .149 .007 .094 .059 .726 .008 .051 .074 .871 .017 .133 .067 .747 .016 -.165 .033 .45 .017 .133 .067 .747 .016 .165 .033 .45 0 .01 0 .01 0 .01 .009 .084 .005 .01 .008 .065 .005 .009 0 0 .028 0 .021 .09 -.028 0 .028 0 .028 0 .023 .067 .023 .067 .023 .067 -.02 -.047 .029 0 .037 .048 .028 .002 .017 .103 .024 .069 .029 .032 .023 .066 .017 .103 .024 .069 .029 .032 .023 .066 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 179 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 17386 17390 17391 17395 17396 17400 17401 17405 17406 17410 17411 17415 17416 17420 17421 17425 17426 17430 17431 17435 17436 17440 17441 17445 17446 17450 17451 17455 17456 17460 17461 17465 17466 17470 17471 17475 1 7476 17480 17481 17485 17486 17490 17491 17495 17496 17500 17501 17505 17506 17510 17511 17515 17516 17520 17521 17525 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M50 M50 M50 M50 M50 M50 M50 M50 M50 M5() M50 M50 M5f1 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5_ 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 2.966 2.806 3.134 2.974 3.103 2.943 2.935 2.775 .127 .031 .351 .255 31 .214 .086 .01 .51 .286 6 133 5.941 6.133 5.941 6.133 5.941 2.217 2.025 .437 .245 .437 .245 .437 .245 .437 .245 2.217 2.025 .437 .245 .437 .245 .437 .245 .437 .245 2.217 2.025 .437 .215 .437 .2 .437 ?45 .437 .245 2.217 2.025 v Shearfk] .01 .01 .005 .005 0 0 005 .005 .004 .004 .002 .002 .008 .008 .002 .002 -.005 .005 .014 .014 :014 .014 .014 .014 .002 .002 .004 .004 .004 .004 .004 .004 .004 .004 .002 .002 .004 -.004 .004 .004 .004 .004 .004 .004 .002 .002 .004 .004 .004 .004 .004 .004 .004 .004 .002 .002 z Shear�k_1__, .017 I .017 .09 -.09 .02 -.02 .054 .054 .008 .008 .091 .091 .003 .003 .101 .101 .012 .012 .048 .048 .048 .048 .048 .048 .008 .008 .011 .011 .011 .011 .011 .011 .011 011 .008 .008 .011 .011 .011 .011 .011 .011 .011 .011 .008 .008 .011 .011 .011 .011 .011 .011 .011 .011 .008 .008 Torauefk ftl v v Moment fLz z .012 .012 044 044 on6 .006 .038 038 011 .011 .054 054 .013 .013 056 056 .002 .002 .007 .007 007 007 007 007 .001 001 002 .002 .002 .002 on2,_ .002 .002 002 .001 001 .002 .002 .002 -.002 .002 .002 .002 .002 001 .001 .002 .002 002 002 .002 .002 .002 -.002 .001 .001 .017 .133 .067 .747 .016 .165 033 .45 004 .065 .062 .755 .005 .022 .071 .842 .01 .102 .042 .385 .042 .385 .042 .385 .007 06 .009 .087 .009 .087 .009 .087 .009 .087 .007 .06 .009 .087 .009 .087 .009 .087 .009 .087 .007 .06 -.009 .087 .009 .087 .009 .087 -.009 .087 .007 .06 Momentrk... .017 .103 .024 .069 .029 .032 .023 .066 .009 .047 .018 .001 .025 .048 .016 .002 .04 0 .023 .145 .023 .145 -.023 .145 .031 .045 .034 0 .034 0 .034 0 .034 0 .031 .045 .034 0 .034 0 .034 0 .034 0 .031 .045 .034 0 .034 0 .034 0 .034 0 .031 .045 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 180 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 17526 17530 17531 17535 17536 17540 17541 17545 17546 17550 17551 17555 17556 17560 17561 17565 17566 17570 17571 17575 17576 17580 17581 17585 17586 17590 17591 17595 17596 17600 17601 17605 17606 17610 17611 17615 17616 17620 17621 17625 17626 17630 17631 17635 17636 17640 17641 17645 17646 17650 17651 17655 17656 17660 17661 17665 LC 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M50 M51 M51 M51 M51 M51 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.217 2.025 2.087 1.895 2.406 2.214 2.347 2.155 2.028 1.836 .328 .184 .328 .184 .328 .184 .328 .184 .198 .054 .517 .373 .458 .314 .138 .006 0 0 .378 .218 .601 .441 .378 .218 .378 .218 v Shearfkl .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .01 .01 .002 .002 .007 .007 .001 .001 .003 .003 -.003 .003 .003 .003 .003 .003 .006 .006 .003 .003 -.012 .012 -.003 .003 0 0 .006 .006 .012 .012 .006 .006 .006 .006 z Shearfkl .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .004 .004 .145 -.145 .011 .011 .13 .13 .008 .008 .008 .008 .008 .008 .008 .008 .011 .011 .129 .129 .005 .005 .145 .145 0 0 .006 .006 .003 .003 .006 .006 .006 .006 Torauefk -ftl v -v Momentfk...z -z Momentfk... .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .018 .018 .079 .079 .016 .016 .077 .077 .001 .001 .001 .001 .001 .001 .001 .001 .016 .016 .077 .077 .018 .018 -.079 .079 0 0 -.002 .002 .003 .003 .002 .002 .002 .002 .007 .06 .007 .06 .007 .06 .007 .06 .007 .06 .007 .06 .007 .06 .007 .06 .007 .06 .007 .06 .007 -.06 .008 .03 .102 1.201 .006 .091 .088 1.08 .007 .065 .007 .065 .007 .065 .007 .065 .006 .096 .088 1.075 .007 .035 .102 1.206 0 0 .035 .02 .015 -.008 .035 .02 .035 .02 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .031 .045 .019 .112 .032 .047 .042 .023 .03 .043 .026 0 .026 0 .026 0 .026 0 .014 .067 .027 .001 .037 .068 -.025 .003 0 0 .03 .021 .039 .066 .03 .021 .03 .021 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 181 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 17666 17670 17671 17675 17676 17680 17681 17685 17686 17690 17691 17695 17696 17700 17701 17705 17706 17710 17711 17715 17716 17720 17721 17725 17726 17730 17731 17735 17736 17740 17741 17745 17746 17750 17751 17755 17756 17760 17761 17765 17766 17770 17771 17775 17776 17780 17781 17785 17786 17790 17791 17795 17796 17800 17801 17805 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 Sec 1 5 1 5 1 5 1 5 1 Axialfkl 378 .2 .545 385 545 .385 545 .385 353 193 .368 .208 403 .243 .389 .229 _526 .366 537 .377 _564 .404 .553 .393 .526 .366 .537 .377 .564 .404 .553 .393 .526 .366 .537 .377 .564 .404 .553 .393 .202 .106 .216 .12 .252 .156 .237 .141 .529 .305 .81 .618 .81 .618 .81 .618 v Shearfkl .006 .006 .01 .01 .01 .01 .01 .01 .011 .011 .003 003 0 0 .008 .008 .014 .014 .008 .008 .006 .006 .012 .012 .014 .014 .008 .008 .006 .006 .012 .012 .014 .014 .008 .008 .006 .006 .012 .012 .009 .009 0 0 .002 -.002 .006 .006 .008 .008 .016 .016 .016 .016 .016 .016 z Shearfkl .006 .006 .004 .004 .004 .004 .004 .004 .005 .005 .022 .022 .007 .007 .01 .01 .003 .003 .016 -.016 .004 .004 .009 .009 .003 .003 .016 .016 .004 .004 .009 .009 .003 .003 .016 .016 .004 .004 .009 .009 .003 003 .02 .02 .005 .005 .012 .012 009 -.009 .002 .002_ _002 .002 .002 .002 Torauefk -Rl v -v Momentfk... -z Momentfk.. .002 .035 03 I .002 .02 .021 I .002 .02 .037 .002 .011 .055 .002 .02 .037 .002 .011 .055 .002 .02 .037 .002 .011 .055 .007 .03 .035 .007 .018 .063 .009 .058 .013 .009 .143 .016 .01 .04 .024 .01 .023 .021 .012 .012 .047 .012 .102 .026 .008 .016 .041 _008 .009 .086 .01 .037 .074 .01 .103 .051 .004 .024 .033 .004 .013 .023 .006 .003 .049 .006 .081 .058 .008 .016 .041 .008 -.009 .086 .01 .037 .024 .01 .103 .051 .004 .024 .033 .004 .013 .023 .006 .003 .049 .006 .081 .058 .008 .016 .041 .008 .009 .086 .01 .037 .024 .01 .103 .051 .004 .024 .033 .004 .013 .023 .006 .003 .049 .006 .081 .058 .007 .016 .023 .007 .01 .055 .01 .044 0 .01 .135 .008 .009 .026 .012 .009 .015 .029 .011 .002 .035 .011 .111 .018 .002 .049 .042 .002 .029 .03 .006 .01 .05 .006 -.005 .097 .006 .01 .05 .006 .005 -.097 .006 .01 .05 .006 .005 .097 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 182 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 17806 17810 17811 17815 17816 17820 17821 17825 17826 17830 17831 17835 17836 17840 17841 17845 17846 17850 17851 17855 17856 17860 17861 17865 17866 17870 17871 17875 17876 17880 17881 17885 17886 17890 17891 17895 17896 17900 17901 17905 17906 17910 17911 17915 17916 17920 17921 17925 17926 17930 17931 17935 17936 17940 17941 17945 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Member Label Sec M51 I 1 1 5 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .565 .373 .454 .262 .454 .262 .454 .262 .454 .262 .565 .373 .454 .262 .454 .262 .454 .262 .454 .262 .565 .373 .454 .262 .454 .262 .454 .262 .454 .262 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .565 .373 .53 .338 v Shearfkl z Shearfkl .01 I .006 .01 I .006 .007 I -.007 .007 I .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .01 .006 .01 .006 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .01 .006 .01 .006 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 .006 .01 _006 .01 .006 .01 .006 .01 .006 .01 .006 .017 -.004 .017 .004 Torauefk -ftl 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .012 .012 y v Momentfk...z z Momentfk.. .032 .018 .042 .025 .042 .025 .042 .025 .042 .025 .032 .018 .042 -.025 .042 .025 .042 .025 .042 .025 .032 .018 .042 .025 .042 .025 .042 .025 :042 .025 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .032 .018 .025 .015 .04 .048 .036 .025 .036 -.025 .036 .025 .036 .025 .04 .048 .036 .025 .036 .025 .036 .025 .036 .025 .04 .048 .036 .025 .036 .025 .036 .025 .036 .025 .04 .048 .04 .048 .04 .048 .04 -.048 .04 .048 .04 .048 .04 .048 .04 .048 .04 .048 .04 .048 .04 .048 .04 .048 .048 .108 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 183 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label Sec 62 1 M51 1 I 5 17946 17950 17951 17955 17956 17960 17961 17965 17966 179701 17971 17975 17976 17980 17981 17985 17986 17990 17991 17995 17996 18000 18001 18005 18006 18010 18011 18015 18016 18020 18021 18025 18026 18030 18031 18035 18036 18040 18041 18045 18046 18050 18051 18055 18056 18060 18061 18065 18066 18070 18071 18075 18076 18080 18081 18085 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 M51 M51 M51 M51 M51 M51 M51 M51 M51 M51 M5? M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .55 .358 .6 .408 .58 .388 .34 .196 .34 196 .34 196 .34 -196 -305 .161 .325 .181 .376 .232 .355 .211 0 0 .01 .01 .016 .016 .01 .01 .01 .01 .01 .01 .014 .014 .014 .014 .014 .014 1.867 1.867 .084 -.084 1.848 1.848 .103 .103 1.407 1.407 .056 .056 1.379 1.379 .084 .084 v Shearfkl .006 .006 .002 .002 .013 .013 .005 .005 .005 .005 .005 .005 .005 .005 .013 -013 .002 .002 .002 .002 .009 .009 0 0 .068 .229 .77 1.084 .068 .229 .068 .229 .068 .229 .22 .87 .22 -.87 .22 .87 .037 .26 .065 -.232 .099 -.198 .071 .226 .196 .894 .218 .873 .243 .847 .222 .868 z Shearfkl .029 .029 .007 .007 .017 .017 .006 .006 .006 .006 .006 .006 -.006 .006 .004 004 .029 .029 .007 .007 .018 .018 0 0 .003 .003 .008 .008 003 .003 .003 .003 .003 .003 .006 .006 .006 .006 .006 .006 .091 .091 -.098 .098 .085 .085 .104 .104 .072 .072 .07 .07 .059 .059 .083 .083 Toro uefk ftl .015 .015 .011 .011 .015 .015 .001 .001 .001 .001 .001 .001 .001 001 01 01 .014 -014 .013 .013 .016 016 0 0 .002 .002 .013 .013 .002 .002 .002 .002 .002 .002 .01 .01 01 .01 .01 01 .003 .003 -013 .013 0 0 .017 .017 .011 .011 -001 .001 .009 .009 .021 .021 y Momentfk...z z Momentfk... .065 .194 .04 .022 0 .157 .032 018 .032 .018 .032 .018 .032 .018 024 .015 .064 .194 .039 .022 0 .157 0 0 -.008 .004 .016 .016 .008 .004 -.008 004 .008 .004 .014 .013 .014 .013 .014 .013 .382 .003 .378 .04 .365 .006 .395 .049 295 .012 .276 .02 266 .014 304 .047 .016 .041 .033 .012 .064 .055 027 .019 .027 .019 .027 .019 .027 .019 .034 .079 .003 012 .019 .041 .051 .026 0 0 .018 .247 .102 1.012 .018 .247 .018 .247 .018 .247 .081 .821 .081 .821 .081 .821 .09 273 021 .262 .126 .222 .016 0 .84 .083 .832 .162 .802 .079 .81 RISA -3D Version 8.0 3 [T \Calcs_Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 184 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18086 18090 18091 18095 18096 18100 18101 18105 18106 18110 18111 18115 18116 18120 18121 18125 18126 18130 18131 18135 18136 18140 18141 18145 18146 18150 18151 18155 18156 18160 18161 18165 18166 18170 18171 18175 18176 18180 18181 18185 18186 18190 18191 18195 18196 18200 18201 18205 18206 18210 18211 18215 18216 18220 18221 18225 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl y v Momentfk...z z Momentfk.. 1.407 1.407 .056 .056 1.379 1.379 .084 .084 1.407 1.407 .056 .056 1.379 1.379 .084 .084 1.863 1.863 .087 .087 1.852 1.852 .099 .099 .013 .013 .021 .021 .021 .021 .021 .021 .015 .015 .012 .012 .012 .012 .012 .012 .012 .012 .015 .015 .012 .012 .012 .012 .012 .012 .012 .012 .015 .015 .012 .012 196 .894 .218 .873 .243 -.847 .222 .868 .196 .894 .218 .873 .243 .847 .222 .868 .009 .169 .038 .14 .072 -.106 .044 .135 .095 .321 .406 1.643 .406 1.643 .406 1.643 .183 .702 .082 .275 .082 .275 .082 .275 .082 .275 .183 .702 .082 .275 .082 -.275 .082 .275 .082 .275 .183 .702 .082 .275 .072 .072 .07 .07 .059 .059 .083 .083 .072 .072 .07 .07 .059 .059 .083 .083 .089 .089 .1 .1 .086 .086 .103 .103 .004 .004 .011 .011 .011 .011 .011 .011 .006 .006 .004 .004 .004 .004 .004 .004 .004 .004 .006 .006 .004 .004 .004 .004 .004 .004 .004 .004 .006 .006 .004 .004 .011 .011 .001 .001 .009 .009 .021 .021 .011 .011 .001 .001 .009 .009 .021 .021 .002 .002 .014 .014 0 0 .016 .016 .002 .002 .02 .02 .02 .02 .02 .02 008 .008 .002 .002 .002 .002 .002 .002 .002 .002 .008 .008 .002 .002 .002 .002 .002 .002 .002 .002 .008 .008 .002 .002 .295 .012 .276 .02 .266 .014 .304 .047 .295 012 .276 .02 .266 .014 .304 .047 .379 001 .382 .042 .369 .004 .392 .047 -.012 .006 .022 .024 .022 .024 .022 .024 .014 .011 .01 .005 .01 .005 .01 .005 .01 .005 .014 .011 .01 .005 .01 .005 .01 .005 .01 .005 .014 .011 .01 .005 0 .84 .083 .832 .162 .802 .079 .81 0 .84 .083 .832 .162 802 .079 .81 .097 .174 .013 .163 .119 123 .008 .134 .026 .346 .156 1.52 .156 1.52 .156 1.52 064 .679 .022 .297 .022 .297 .022 .297 .022 .297 .064 .679 .022 .297 .022 .297 .022 .297 .022 .297 .064 .679 .022 .297 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 185 t 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18226 18230 18231 18235 18236 18240 18241 18245 18246 18250 18251 18255 18256 18260 18261 18265 18266 18270 18271 18275 18276 18280 18281 18285 18286 18290 18291 18295 18296 18300 18301 18305 18306 18310 18311 18315 18316 18320 18321 18325 18326 18330 18331 18335 18336 18340 18341 18345 18346 18350 18351 18355 18356 18360 18361 18365 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M52 M53 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf�_ .012 .012 .012 .012 .012 .012 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 2.668 2.668 .118 .118 2.639 -2.639 .148 .148 .009 .009 .009 .009 .009 .009 .009 .009 2.662 2.662 .124 .124 2.645 -2.645 .142 .142 0 0 v Shearfkl z Shear .082 .004 .275 .004 .082 .004 .275 .004 .082 .004 .275 .004 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .183 .006 .702 .006 .138 .131 .747 .131 .179 .139 .707 .139 .228 .119 .658 .119 .187 .151 .698 .151 .061 .003 .206 .003 .061 .003 -.206 .003 .061 .003 .206 .003 .061 .003 .206 .003 .016 .128 .251 .128 .057 .142 .21 142 .106 .1.22 .161 .122 .065 .148 .202 .148 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... .002 -.01 .022 .002 .005 .297 .002 .01 .022 .002 .005 .297 .002 .01 .022 .002 .005 .297 .008 .014 .064 .008 .011 .679 .008 .014 .064 1 .008 .011 .679 .008 .014 .064 .008 .011 .679 .008 .014 .064 .008 .011 679 .008 .014 .064 .008 .011 .679 .008 .014 .064 .008 .011 .679 .008 .014 .064 .008 .011 .679 .008 .014 .064 .008 .011 .679 .008 .014 .064 .008 .011 .679 .008 .014 .064 :008 .011 .679 .008 .014 .064 .008 .011 .679 .008 .014 .064 .008 .011 .679 .009 .548 .09 .009 .009 .716 .014 .538 .067 .014 .052 .7 .006 .52 .218 .006 .013 .643 .029 .567 .06 .029 .075 .658 .002 .008 .016 .002 .004 .223 .002 .008 .016 .002 .004 .223 .002 .008 .016 .002 .004 .223 .002 .008 .016 .002 .004 .223 .003 .542 .138 .003 .002 .259 .02 .545 .02 .02 .059 .244 0 .526 .17 0 .006 .186 .023 :56 .013 .023 .067 .201 0 0 0 0 0 0 RISA -3D Version 8 0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 186 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18366 18370 18371 18375 18376 18380 18381 18385 18386 18390 18391 18395 18396 18400 18401 18405 18406 18410 18411 18415 18416 18420 18421 18425 18426 18430 18431 18435 18436 18440 18441 18445 18446 18450 18451 18455 18456 18460 18461 18465 18466 18470 18471 18475 18476 18480 18481 18485 18486 18490 18491 18495 18496 118500 118501 118505 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 RISA -3D Version 8.0.3 [T• Sec Axialfkl 1 .005 5 .005 1 .026 5 .026 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .02 5 .02 1 .02 5 .02 1 .02 5 .02 1 .724 5 .724. 1 .128 5 .128 1 .714 5 .714 1 .138 5 .138 1 .56 5 .56 1 .08 5 .08 1 .519 5 .519 1 .12 5 .12 1 .56 5 .56 1 .08 5 .08 1 .519 5 .519 1 .12 5 .12 1 .56 5 .56 1 .08 5 .08 1 .519 5 .519 1 .12 5 .12 1 .722 5 .722 1 .13 5 .13 1 .716 5 .716 1 .136 5 .136 v Shearfkl .245 -.361 1.097 1.701 .245 .361 .245 .361 .245 .361 .884 1.366 .884 1.366 .884 1.366 .24 .367 .237 .369 .251 .355 .254 .353 .88 1.37 .877 1.372 .888 1.362 .89 1.359 .88 1.37 .877 1.372 .888 1.362 .89 1.359 .88 1.37 .877 1.372 .888 1.362 .89 1.359 .142 .222 .139 .225 .153 :211 .156 .208 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .043 .043 .032 .032 .041 .041 .03 .03 .032 .032 .024 .024 .031 .031 .023 .023 .032 .032 .024 .024 .031 .031 .023 -.023 .032 .032 .024 .024 .031 .031 .023 .023 .042 .042 .032 .032 .041 -.041 .031 .031 Torauefk ftl .002 .002 .01 .01 .002 .002 .002 .002 .002 .002 .008 .008 .008 .008 .008 .008 .002 .002 .003 .003 .003 .003 .002 .002 .008 .008 _009 .009 .008 .008 .008 .008 .008 .008 .009 .009 .008 .008 .008 .008 .008 .008 .009 .009 .008 .008 .008 .008 .001 .001 .002 .002 .002 .002 .001 .001 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] v v Momentfk...z z Momentfk... 004 .003 .002 .003 .004 .003 .004 .003 .004 .003 .003 .003 .003 .003 .003 .003 .179 .184 .124 .15 .172 .177 .116 .143 .134 .138 .093 .113 .129 .132 .087 .107 134 .138 .093 .113 .129 .132 .087 .107 .134 .138 .093 .113 .129 .132 .087 .107 .178 .183 .122 .148 .173 .178 .118 .144 .139 .594 .74 3.046 .139 .594 .139 .594 .139 .594 .59 2.433 .59 2.433 .59 2.433 .113 .615 .107 .634 .164 .572 .17 .553 .571 2.449 .566 2.463 .608 2.417 .613 2.403 .571 2.449 .566 2.463 .608 2.417 .613 2.403 .571 2.449 .566 2.463 .608 2.417 .613 2.403 .058 .378 .052 .396 .108 .335 .115 .316 Page 187 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18506 18510 18511 18515 18516 18520 18521 18525 18526 18530 18531 18535 18536 18540 18541 18545 18546 18550 18551 18555 18556 18560 18561 18565 18566 18570 18571 18575 18576 18580 18581 18585 18586 18590 18591 18595 18596 18600 18601 18605 18606 18610 18611 18615 18616 18620 18621 18625 18626 18630 18631 18635 18636 18640 18641 18645 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label Sec M53 I 1 I 5 M53 I 1 I 5 M53 I 1 M53 M53 1 M53 1 M53 1 M53 1 M53 1 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 5 1 5 5 5 5 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... .007 _344 .001 .003 .005 .194 .007 .505 .001 .003 .005 .831 .039 1.656 0 .015 .002 1.128 .039 2.576 0 .015 .003 4.637 .039 1.656 0 .015 .002 1.128 .039 2.576 0 .015 .003 4.637 .039 1.656 0 .015 .002 1.128 .039 -2.576 0 .015 .003 4.637 .016 .72 0 .007 .004 .467 .016 1.103 0 .007 .004 1.939 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .016 .72 0 .007 .004 .467 .016 1.103 0 .007 .004 1.939 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .016 .72 0 .007 :004 .467 .016 1.103 0 .007 .004 1.939 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 -.433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 -.433 .001 .003 .004 .712 .006 .295 .001 .003 .004 .166 .006 .433 .001 .003 .004 .712 .016 .72 0 .007 .004 .467 .016 1.103 0 .007 .004 1.939 .016 .72 0 I .007 -.004 .467 .016 1.103 0 I -.007 .004 1.939 .016 .72 0 I .007 .004 .467 .016 1.103 0 I .007 .004 1.939 .016 .72 0 I .007 .004 .467 .016 1.103 0 -:007 .004 1.939 .016 .72 0 .007 .004 .467 .016 1.103 0 -.007 .004 1.939 .016 .72 0 -.007 .004 .467 .016 1.103 0 .007 .004 1.939 .016 .72 0 .007 .004 .467 .016 1.103 0 I .007 .004 I 1.939 .016 .72 0 I -.007 .004 I .467 .016 1.103 0 I .007 .004 I 1.939 .016 .72 0 I .007 .004 I .467 .016 1.103 0 I .007 .004 I 1.939 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 188 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18646 18650 18651 18655 18656 18660 18661 18665 18666 18670 18671 18675 18676 18680 18681 18685 18686 18690 18691 18695 18696 18700 18701 18705 18706 18710 18711 18715 18716 18720 18721 18725 18726 18730 18731 18735 118736 18740 18741 118745 118746 18750 18751 18755 118756 18760 18761 18765 18766 18770 18771 18775 118776 118780 118781 118785 LC Member Label 58 I M53 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M53 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 Sec Axialrkl v Shearrkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I .016 .016 .016 .016 .016 .016 1.043 1.043 .174 .174 1.011 1.011 .207 .207 .005 .005 .005 005 .005 .005 .005 .005 1.032 1.032 .186 .186 1.023 1.023 .195 .195 0 0 .005 .005 .023 .023 .005 .005 .005 005 .005 .005 .018 .018 .018 .018 .018 .018 .803 .803 .226 .226 .793 .793 .236 .236 .72 1.103 .72 1.103 .72 1.103 .712 1.111 .708 1.115 .728 1.095 .732 1.091 .221 .325 .221 325 .221 .325 .221 .325 .213 .333 .209 .337 .229 .317 .233 .313 0 0 .324 .027 1.583 .228 .324 .027 .324 .027 .324 .027 1.268 .178 1.268 .178 1.268 .178 .312 .015 .334 .037 .335 .038 .313 .016 z Shearrkl 0 0 0 0 0 0 .061 .061 .046 .046 .059 .059 .044 .044 0 0 0 0 0 0 0 0 .061 .061 .045 .045 .059 .059 .044 .044 0 0 .001 .001 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 .049 .049 .151 .151 .046 .046 .153 .153 Torauerk ftl .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .006 .006 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 0 0 0 0 .003 .003 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002_ 0 0 0 0 0 0 0 0 v v Momentrk...z z Momentrk... .004 .004 .004 .004 .004 .004 .254 .262 .175 .213 .247 .254 .167 .205 .003 .003 .003 .003 .003 .003 .003 .003 .254 .261 175 .212 .247 .255 .168 -.206 0 0 .005 0 .002 0 .005 0 .005 0 .005 0 .003 0 .003 0 .003 0 -.216 009 .6 .041 .205 .01 .61 .042 .467 1.939 .467 1.939 .467 1.939 .431 1.969 .422 1.996 .503 1.908 .512 1.881 .125 .534 .125 .534 .125 .534 .125 .534 .089 .565 .08 .592 .161 .503 .17 .477 0 0 .583 .274 3.028 1.64 .583 .274 .583 .274 .583 .274 2.417 1.298 ?!1.17 1.29R 2.417 1.298 .537 .272 .623 -.279 .63 .277 .541_ .27 RISA 3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 189 1 1 1 1 1 t 1 1 1 1 1 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18786 18790 18791 18795 18796 18800 18801 18805 18806 18810 18811 18815 18816 18820 18821 18825 18826 18830 118831 118835 118836 18840 18841 18845 18846 18850 18851 18855 18856 18860 18861 18865 18866 18870 18871 18875 18876 18880 18881 18885 18886 18890 18891 18895 18896 18900 18901 18905 18906 18910 18911 18915 18916 18920 18921 18925 LC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Label M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .617 .617 .155 .155 .58 .58 .192 .192 .617 .617 .155 .155 .58 .58 .192 .192 .617 .617 .155 .155 .58 .58 .192 .192 .801 .801 .228 .228 .795 .795 .234 .234 .007 .007 .034 .034 .034 .034 .034 .034 .015 .015 .006 .006 .006 .006 .006 .006 .006 .006 .015 .015 .006 .006 .006 .006 v Shearfkl 1.26 .169 1.276 .186 1.277 .187 1.26 .17 1.26 .169 1.276 .186 1.277 .187 1.26 .17 1.26 .169 1.276 .186 1.277 .187 1.26 .17 .183 .004 .205 .026 .206 .027 .184 .006 .453 .037 2.403 .355 2.403 .355 2.403 .355 1.018 .133 .389 .032 .389 .032 .389 .032 .389 .032 1.018 .133 .389 .032 .389 .032 z Shearfkl .036 .036 .113 .113 .035 .035 .115 .115 .036 .036 .113 .113 .035 -.035 .115 .115 .036 .036 .113 .113 .035 .035 .115 .115 .048 .048 -.151 .151 .047 .047 .153 .153 .002 .002 0 0 0 0 0 0 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .002 .002 .002 .002 Torauefk ftl v v Momentfk...z z .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 .005 .005 .005 .005 .005 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .161 .007 .451 .03 .155 .008 .457 .031 .161 .007 .451 .03 .155 .008 .457 .031 .161 .007 .451 .03 .155 .008 .457 .031 .214 .009 .602 .041 .208 .01 .608 .041 .008 0 0 0 0 0 0 0 .005 0 .007 0 .007 0 .007 0 .007 0 .005 0 .007 0 .007 0 Momentfk... 2.382 1.297 2.447 1.302 2.452 1.3 2.387 1.295 2.382 1.297 2.447 1.302 2.452 1.3 2.387 1.295 2.382 1.297 2.447 1.302 2.452 1.3 2.387 1.295 .303 .162 .39 .169 .396 .167 .31 .16 .816 .384 4.612 2.514 4.612 -2.514 4.612 2.514 I 1.922 I 1.012 .7 .329 .7 .329 .7 .329 .7 .329 1.922 1.012 I .7 .329 .7 .329 I RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 190 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 18926 18930 18931 18935 18936 18940 18941 18945 18946 18950 18951 18955 18956 18960 18961 18965 18966 18970 18971 18975 18976 18980 18981 18985 18986 18990 18991 18995 18996 19000 19001 19005 19006 19010 19011 19015 19016 19020 19021 19025 19026 19030 19031 19035 19036 19040 19041 19045 19046 19050 19051 19055 19056 19060 19061 19065 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M54 M54_ M54 M54 M54 M54 M54 M54 M54 M54 M54 M5n_ M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 M54 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v ShearfIA_ .006 I .389 .006 I .032 .006 .389 .006 .032 .015 1.018 .015 .133 .006 .389 .006 .032 .006 -38 .006 .032 .006 .389 006 .032 006 .389 .006 .032 .015 1.018 .015 .133 .015 1.018 .015 .133 .015 1.018 .015 .133 .015 1.018 .015 .133 .015 1.018 .015 .133 .015 1.018 015 .133 .015 1.018 .015 .133 -015 1 -018 .015 .133 .015 1.018 .015 .133 015 1.018 .015 .133 .015 1.018 .015 .133 .015 1.018 .015 .133 1.155 1.002 1.155 .116 .315 1.033 .315 .148 1.126 1.035 1.126 .149 .345 1.003 .345 .118 .005 .291 .005 .024 .005 .291 .005 .024 .005 .291 .005 .024 .005 -291 .005 .024 1.145 .275 1.145 .007 z Shearfkl .002 .002 .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .069 .069 .?15_ .216 -066 .066 .218 .218 .001 .001 .001 .001 .001 .001 .001 .001 .069 .069 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 .001 .001 0 0 0 0 0 0 0 0 0 0 .001 .001 v -v Momentfk...z -z Momentfk_.. .007 0 .007 0 .005 0 .007 0 .007 0 .007 0 .007 0 .005 0 .005 0 .005 0 .005 0 .005 0 005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .306 .013 .86 .058 .296 014 .869 .059 .005 0 .005 0 .005 0 .005 0 .306 .013 .7 .329 .7 .329 1.922 1.012 .7 .3.29 7 .329 .7 379 .7. .329 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.922 1.012 1.856 1.008 1.979 1.019 1.989 1.016 1.866 1.005 .525 .247 .525 .247 .525 .247 .525 -.247 .458 .243 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 191 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19066 19070 19071 19075 19076 19080 19081 19085 19086 19090 19091 19095 19096 19100 19101 19105 19106 19110 19111 19115 19116 19120 19121 19125 19126 19130 19131 19135 19136 19140 19141 19145 19146 19150 19151 19155 19156 19160 19161 19165 19166 19170 19171 19175 19176 19180 19181 19185 19186 19190 19191 19195 19196 19200 19201 19205 LC. 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 Member Label M54 M54 M54 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M55 1 5 M55 1 5 24 1 M55 1 5 M55 1 5 Axialf� v Shearfkl z Shearfkl .326 -.326 1.136 1.136 .335 .335 0 0 .008 .008 .014 .014 .008 .008 .008 .008 .008 .008 .012 .012 .012 .012 .012 .012 876 .876 .159 159 .86 .86 175 .175 663 .663 113 .113 .639 .639 .137 .137 .663 .663 .113 .113 .639 .639 .137 .137 .663 .663 .113 .113 -.639 .639 .137 .137 .306 .039 .308 .04 .276 .009 0 0 .197 .111 567 .863 .197 111 .197 .111 .197 .111 .474 .675 .474 -.675 .474 .675 .199 .109 .179 .128 195 .113 .214 .093 .476 -.673 .461 .688 .473 .677 .487 .662 .476 .673 .461 .688 .473 .677 .487 .662 .476 .673 .461 .688 .473 .677 .487 .662 -.216 -.216 .066 .066 .218 .218 0 0 0 0 .004 .004 0 0 0 0 0 0 .003 .003 .003 .003 .003 -.003 .05 .05 .226 .226 .052 -.052 .228 .228 .035 .035 .167 .167 .042 -.042 .174 .174 .035 .035 .167 .167 .042 -.042 .174 .174 .035 .035 .167 .167 -.042 .042 .174 -.174 Toro uefk ftl v -v Momentfk...z -z 0 I .859 0 0 0 0 0 0 0 .005 .005 .019 .019 .005 .005 .005 .005 .005 .005 .013 .013 .013 .013 .013 .013 .007 .007 .028 -.028 .004 .004 .038 .038 .012 .012 -.038 -.038 .014 .014 .012 .012 .012 012 .038 .038 .014 .014 .012 .012 .012 .012 .038 .038 -.014 .014 .012 .012 .058 .296 .014 -.869 .059 0 0 .005 .001 .011 .007 .005 .001 .005 .001 .005 .001 .009 .005 .009 .005 .009 .005 .187 026 .905 .056 196 .023 .915 .053 .134 .014 .673 .036 .153 .024 .692 .046 -.134 .014 .673 .036 .153 .024 .692 .046 .134 .014 .673 .036 .153 .024 .692 .046 Momentfk... .582 .254 .591 .251 .468 .24 0 0 .376 .067 1.124 .844 .376 .067 .376 .067 .376 .067 .937 .65 .937 .65 .937 .65 .379 .062 .326 .091 .373 .072 .426 .043 .94 .646 .899 .668 .934 .654 .975 .632 .94 .646 .899 .668 .934 .654 .975 .632 .94 .646 .899 .668 .934 .654 .975 .632 RISA-3D Version 8.0 3 [T 1. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 192 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19206 19210 19211 19215 19216 19220 19221 19225 19226 19230 19231 19235 19236 19240 19241 19245 19246 19250 19251 19255 19256 19260 19261 19265 19266 19270 19271 19275 19276 19280 19281 19285 19286 19290 19291 19295 19296 19300 19301 19305 19306 19310 19311 19315 19316 19320 19321 19325 19326 19330 19331 19335 19336 19340 19341 19345 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .873 .873 .162 .162 .863 .863 .172 .172 .011 .011 .019 .019 .019 .019 .019 .019 .013 .013 .01 .01 .01 .01 .01 .01 .01 .01 .013 .013 .01 .01 .01 .01 .01 .01 .01 .01 .013 .013 .01 .01 .01 .01 .01 .01 .01 01 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .12 .064 .101 .084 .116 .068 .136 .049 .276 .155 .828 1.337 .828 1.337 .828 1.337 .421 .509 .236 .133 .236 .133 .236 .133 .236 .133 .421 .509 .236 .133 .236 .133 .236 .133 .236 .133 .421 .509 .236 .133 .236 .133 .236 .133 .236 133 .421 .509 .421 .509 .421 .509 .421 .509 .421 .509 .05 .05 .226 .226 .051 .051 .227 .227 .001 .001 .006 .006 .006 .006 .006 .006 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 Torauefk ftl v v Momentfk...z z .005 I .189 .229 .005 I .025 .035 .03 I .907 .175 .03 I .055 .065 .002 .195 .222 .002 .024 .046 .036 .913 .276 .036 I .054 .016 .007 .007 .526 .007 I .002 .094 .033 .016 1.648 .033 .012 1.324 .033 .016 1.648 .033 -.012 1.324 .033 .016 1.648 .033 .012 1.324 .006 .009 .825 .006 .003 .469 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 -.006 .009 .825 .006 .003 .469 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .009 .825 .006 .003 .469 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .006 .451 .006 .002 .08 .006 .009 .825 .006 .003 .469 -.006 .009 .825 .006 .003 .469 .006 .009 .825 .006 .003 .469 I .006 .009 .825 I .006 .003 .469 .006 .009 .825 .006 .003 .469 I RISA 3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 193 1 1 1 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19346 19350 19351 19355 19356 19360 19361 19365 19366 19370 19371 19375 19376 19380 19381 19385 19386 19390 19391 19395 19396 19400 19401 19405 19406 19410 19411 19415 19416 19420 19421 19425 19426 19430 19431 19435 19436 19440 19441 19445 19446 19450 19451 19455 19456 19460 19461 19465 19466 19470 19471 19475 19476 19480 19481 19485 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 Member Label M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M55 M56 M56 M56 M56 5 M56 6 M56 7 M56 8 I M56 9 I M56 Sec Axialfkl 5 1. 5 1 5 1 5 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 1.253 1.253 .226 .226 1.227 1.227 .251 .251 .007 .007 .007 .007 .007 .007 .007 .007 1.247 1.247 .231 .231 1.233 1.233 246 .246 0 0 .007 .007 .015 .015 .007 .007 .007 .007 .007 .007 .013 .013 .013 .013 .013 .013 v Shearfkl .421 .509 .421 .509 .421 .509 .421 .509 .421 .509 .421 .509 .421 .509 .424 .506 .396 .534 .418 .512 .446 .484 .177 .1 .177 .1 .177 .1 .177 .1 .18 .097 .152 .125 .174 .102 .202 .074 0 0 .209 .1 1.013 .43 .209 .1 .209 .1 .209 .1 .812 .347 .812 .347 .812 .347 z Shearfkl .003 II .006 .003 I -.006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .003 .006 .07 .004 .07 .004 .321 .053 .321 .053 .075 .008 .075 .008 .327 .041 .327 .041 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 .072 .007 .072 .007 .323 .042 .323 -.042 .073 .003 .073 .003 .325 .052 .325 .052 0 0 0 0 .003 .013 .003 .013 .01 .063 .01 .063 .003 .013 .003 .013 .003 .013 .003 .013 .003 .013 .003 .013 .008 .051 .008 .051 .008 .051 .008 .051 .008 .051 .008 .051_ Torauefk ftl v v Momentfk...z z Momentfk... .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .265 .033 1.291 .075 .283 .038 1.309 .08 .004 .001 .004 .001 .004 .001 .004 .001 .27 .036 1.296 .079 .278 .034 1.304 .076 0 0 .006 .006 .021 .02 .006 .006 .006 .006 .006 .006 .017 .017 .017 .017 .017 .017 .825 .469 .825 .469 .825 .469 .825 .469 .825 .469 .825 .469 .825 .469 .83 .462 .754 .504 .82 .477 .897 .434 .338 .06 .338 .06 .338 .06 .338 .06 .343 .053 .267 .095 .333 .068 .41 .025 0 0 .26 .133 1.104 .628 .26 .133 .26 .133 .26 .133 .893 .504 .893 .504 .893 .504 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 194 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19486 19490 19491 19495 19496 19500 19501 19505 19506 19510 19511 19515 19516 19520 19521 19525 19526 19530 19531 19535 19536 19540 19541 19545 19546 19550 19551 19555 19556 19560 19561 19565 19566 19570 19571 19575 19576 19580 19581 19585 19586 19590 19591 19595 19596 19600 19601 19605 19606 19610 19611 19615 19616 19620 19621 19625 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 Sec Axialfkl y Shearfkl z Shearfkl Torquefk ftl 1 I .618 .196 .09 .012 5 I .618 .113 .09 .012 1 .056 .22 .098 .028 5 .056 .089 .098 .028 1 .605 .223 .085 .015 5 .605 .086 .085 .015 1 .069 .198 .104 .001 5 .069 .111 .104 .001 1 .472 .802 .074 .05 5 .472 .357 .074 .05 1 .031_ .82 .068 .062 5 .033 .339 .068 .062 1 .445 .822 .058 .052 5 .445 -.337 .058 .052 1 .06 .804 .084 .04 5 .06 .355 .084 .04 1 .472 .802 .074 .05 5 .472 .357 .074 .05 1 .033 .82 .068 .062 5 .033 .339 .068 .062 1 .445 .822 .058 .052 5 .445 .337 .058 .052 1 .06 .804 .084 .04 5 .06 .355 .084 .04 1 .472 .802 .074 05 5 .472 .357 .074 .05 1 033 .82 .068 .062 5 .033 .339. .068 .062 1 .445 .822 .058 .052 5 .445 .337 .058 .052 1 .06 .804 .084 .04 5 .06 .355 .084 .04 1 .615 .112 .089 .007 5 .615 .073 .089 .007 1 .058 .137 .099 .023 5 .058 .049 .099 .023 1 .607 .139 .086 .01 5 .607 .046 .086 .01 1 .066 .115 .103 .006 5 .066 .071 .103 .006 1 .009 .293 .004 .019 5 .009 .14 .004 .019 1 .022_ 1.537 .015 .095 5 .022 .647 .015 .095 1 .022 1.537 .015 .095 5 .022 .647 .015 .095 1 .022 1.537 .015 .095 5 .022 .647 .015 .095 1 .012 .653 .007 .041 5 .012 .285 .007 .041 1 .008 .251 .003 .016 5 .008 -.12 .003 .016 1 .008 .251 .003 .016 5 008 .12 .003 .016 1 .008 .251 I .003 .016 5 .008 .12 I .003 .016 v v Momentfk...z z Momentfk... .054 .234 .33 .163 .025 .276 .393 .101 .043 .286 .319 .102 .037 .244 .404 .164 .054 .873 .26 .527 .006 .905 .282 .481 .019 .913 .227 .481 .04 .881 .315 .527 .054 .873 .26 .527 .006 .905 .282 .481 .019 .913 .227 .481 .04 .881 .315 .527 .054 873 .26 .527 .006 .905 .282 .481 .019 .913 .227 .481 .04 .881 .315 .527 .052 13 .328 .11 .028 .172 .395 .048 .045 .182 .322 .049 .034 .14 .401 .111 -.008 .364 .008 .186 .031 1.662 .03 .952 .031 1.662 .03 .952 .031 1.662 .03 .952 .014 .734 .014 .407 .007 .312 .007 .159 .007 .312 .007 .159 .007 .312 .007 .159 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 195 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19626 19630 19631 19635 19636 19640 19641 19645 19646 19650 19651 19655 19656 19660 19661 19665 19666 19670 19671 19675 19676 19680 19681 19685 19686 19690 19691 19695 19696 19700 19701 19705 19706 19710 19711 19715 19716 19720 19721 19725 19726 19730 19731 19735 19736 19740 19741 19745 19746 19750 19751 19755 19756 19760 19761 19765 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 M56 Sec Axialfkl 1 .008 5 .008 1 .012 5 .012 1 .008 5 .008 1 .008 5 .008 1 .008 5 .008 1 .008 5 .008 1 .012 5 .012 1 .008 5 .008 1 .008 5 .008 1 .008 5 .008 1 .008 5 .008 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .012 5 .012 1 .885 5 .885 1 .076 5 .076 1 .861 5 .861 1 .101 5 .101 1 .006 5. .006 v Shearfkl z Shearfkl 251 .12 .651_ .285 .251 .12 .251 .12 251 .12 251 .12 .653 .285 251 .12 .251 .12 .251 .12 .251 .12 653 .285 .653 -.285 .653 .285 .653 -.285 .653 .285 .653 285 .285 .653 .285 .653 .285 .653 285 .653 .285 .653 -.285 .634 .304 .669 .269 .672 .265 .637 .301 .188 .09 003 .003 .007 007 .003 .003 .003 .003 .003 003 .003 .003 .007 .007 .003 .003 .003 .003 .003 .003 003 .003 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 007 .007 007 .007 .007 .007 .007 .132 .132 .138 .138 .119 .119 .151 .151 .002 .002 Torauefk ftl v v Momentfk...z z Momentfk... .016 .016 .041 .041 .016 .016 .016 .016 .016 .016 .016 .016 .041 .041 .016 .016 .016 .016 .016 .016 .016 .016 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .039 .039 .0P7_ .062 .043 .043 .02 .02 .012 .012 .007 .007 .014 .014 .007 .007 .007 .007 .007 .007 .0Q7 .007 -.014 .014 .007 .007 .007 .007 .007 .007 .007 007 .014 .014 .014 .014 014 .014 .014 014 .014 .014 014 .014 .014 014 .014 .014 .014 .014 014 014 014 .014 .014 .014 .084 .478 .03 -.555 055 45 .059 .583 .005 .005 .312 .159 .734 .407 .312 .159 .312 .159 .312 .159 .312 .159 734 .407 .312 .159 .312 .159 .312 .159 .312 .159 .734 .407 .734 .407 .734 .407 .734 .407 .734 407 734 .407 .734 .407 .734 .407 .734 .407 .734 .407 .734 .407 .734 407 .696 .451 .756 .362 .771 .363 .711 .451 .234 .119 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 196 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 19766 19770 19771 19775 19776 19780 19781 19785 19786 19790 19791 19795 19796 19800 19801 19805 19806 19810 19811 19815 19816 19820 19821 19825 19826 19830 19831 19835 19836 19840 19841 19845 19846 19850 19851 19855 19856 19860 19861 19865 19866 19870 19871 19875 19876 19880 19881 19885 19886 19890 19891 19895 119896 119900 119901 119905 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Member Label M56 M56 M56 M56 M56 M56 M56 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 Axialfkl .006 .006 .006 .006 .006 .006 .879 .879 .083 .083 .867 .867 .095 .095 0 0 .009 .009 .013 .013 .009 .009 .009 .009 009 .009 .012 .012 .012 .012 .012 .012 .027 .027 .198 .198 .045 .045 .215 .215 .015 .015 .143 .143 .039 .039 .167 .167 .015 -.015 .143 .143 .039 .039 .167 .167 v Shearfkl .188 .09 .188 .09 .188 .09 .169 .109 .204 .074 .208 .071 .173 -.106 0 0 .19 .11 1.057 .323 .19 .11 .19 .11 .19 .11 .84 .27 .84 .27 .84 .27 .167 .133 .197 .104 .213 .087 .184 .117 .823 .287 .845 .264 .858 .252 .835 .275 .823 .287 .845 .264 .858 .252 .835 .275 z Shearfkl .002 .002 .002 .002 .002 .002 .128 .128 .142 .142 .123 .123 .147 .147 0 0 .002 .002 .004 .004 .002 .002 .002 .002 .002 .002 .004 .004 .004 .004 .004 -.004 .048 .048 .225 .225 .053 .053 .23 .23 .034 .034 .167 .167 .042 .042 .174 .174 .034 .034 .167 .167 .042 -.042 .174 .174 Torauefk ftl v v Momentfk...z z .012 .012 .012 .012 .012 .012 .01 .01 .033 .033 .014 .014 .009 .009 0 0 .002 .002 .004 .004 .002 .002 .002 .002 .002 .002 .003 .003 .003 -.003 .003 .003 .002 .002 .035 .035 .002 .002 .032 .032 .002 .002 .023 .023 .003 .003 .028 .028 .002 .002 .023 .023 .003 .003 .028 .028 .005 .005 .005 .005 .005 .005 .074 .469 .039 .564 .064 .459 .049 .574 0 0 .002 .007 .007 .01 .002 .007 .002 .007 .002 .007 .006 .009 .006 .009 .006 .009 0 .206 .111 .846 .004 .221 .115 .861 .005 .151 .079 .631 .007 .169 .091 .65 .005 .151 .079 .631 .007 -.169 .091 .65 Momentfk... .234 .119 .234 .119 .234 .119 .196 .163 .257 .075 .271 .075 .211 .164 0 0 .074 .019 .803 .077 .074 .019 .074 .019 .074 .019 .621 .063 .621 .063 .621 .063 .033 .075 .099 .016 .115 -.037 .049 .023 .59 .105 .64 .06 .652 .021 .602 .065 .59 .105 .64 .06 .652 .021 .602 .065 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 197 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 199061 22 199101 199111 23 199151 199161 24 19920 19921 25 19925 19926 26 19930 19931 27 19935 19936 28 19940 19941 29 19945 19946 30 19950 19951 31 19955 19956 32 19960 19961 33 19965 19966 34 19970 19971 35 19975 19976 36 19980 19981 37 19985 19986 38 19990 19991 39 19995 19996 40 20000 20001 41 20005 20006 42 20010 20011 43 20015 20016 44 20020 20021 45 20025 20026 46 20030 20031 47 20035 20036 48 20040 20041 49 20045 Member Label Sec M57 I 1 I 5 I M57 I 1 5 I 1 5 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. Axialfki .015 -.015 .143 .143 .039 .039 .167 .167 .031 .031 .202 .202 .041 .041 .212 .212 .012 .012 .018 .018 .018 .018 .018 .018 .013 .013 .01 .01 .01 :01 .01 .01 .01 .01 .013 .013 .01 .01 .01 .01 .01 .01 .01 .01 .013 .013 .01 .01 .01 .01 .01 .01 .01 .01 .013 .013 v Shearfkl .823 .287 .845 .264 .858 .252 .835 .275 .091 -.089 .121 .059 .137 .043 .108 .073 .266 .154 1.615 .472 1.615 -.472 1.615 .472 .662 .239 .228 .132 .228 .132 .228 .132 .228 .132 .662 .239 .228 .132 .228 .132 .228 .132 .228 .132 .662 .239 .228 .132 .228 -.132 .228 .132 .228 .132 .662 .239 z Shearfkl .034 .034 .167 .167 .042 .042 -.174 .174 .049 .049 .226 .226 .052 .052 .229 .229 .003 .003 .006 .006 .006 .006 .006 .006 .004 .004 .003 .003 .003 .003 .003 -.003 .003 .003 .004 .004 -.003 .003 .003 .003 .003 -.003 .003 .003 .004 .004. .003 .003 .003 .003 .003 .003 003- .003 -.004 .004 Torauefk ftl v v Momentfk...z z Momentfk... .002 .002 .023 .023 .003 .003 .028 .028 .001 .001 .035 .035 0 0 .033 .033 .002 .002 .007 .007 -.007 .007 .007 .007 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .005 .151 .079 .631 .007 .169 .091 .65 0 .209 .112 .849 .003 .218 .114 .858 .003 .01 .011 .013 .011 .013 .011 .013 .005 .01 .003 .009 .003 .009 .003 .009 .003 .009 .005 .01 .003 .009 .003 .009 .003 .009 .003 .009 .005 .01 .003 .009 .003 .009 .003 .009 .003 .009 .005 .01 .59 .105 .64 .06 .652 .021 .602 .065 .003 067 .07 .008 .086 .044 .019 .015 .104 027 1.255 .116 1.255 .116 1.255 .116 .453 .052 .089 .023 .089 .023 .089 .023 .089 .023 .453 .052 .089 .023 .089 .023 .089 .023 .089 .023 .453 052 .089 .023 .089 .023 .089 .023 .089 .023 .453 .052 RISA -3D Version 8 0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 198 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 20046 50 20050 20051 51 20055 20056 52 20060 20061 53 20065 20066 54 20070 20071 55 20075 20076 56 20080 20081 57 20085 20086 58 20090 20091 59 20095 20096 60 20100 20101 61 20105 20106 62 20110 20111 63 20115 20116 64 20120 20121 65 20125 20126 66 20130 20131 67 20135 20136 68 20140 20141 69 20145 20146 70 20150 20151 71 20155 20156 72 20160 20161 1 20165 20166 2 20170 120171 3 20175 20176 4 20180 120181 5 120185 Member Label M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M57 M58 M58 M58 M58 M58 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .039 .039 .283 .283 .064 .064 .308 .308 .008 .008 .008 .008 .008 .008 .008 .008 .044 .044 .288 .288 .059 .059 .303 .303 0 0 .313 .181 1.211 1.08 .313 .181 .313 .181 v Shearfkl .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .662 .239 .629 .271 .671 .229 .694 .206 .652 .248 .1-71 .099 .171 .099 .171 .099 .171 .099 .139 .132 .181 .09 .204 .067 .162 .109 0 0 .028 .035 .03 .032 .028 .035 .028 .035 z Shearfkl .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 -.004 .004 .004 .004 .004 .004 .004 .004 .004 .069 .069 .321 .321 .076 .076 .328 .328 .002 .002 .002 .002 .002 .002 .002 .002 .07 .07 .323. .323 .074 .074 .327 .327 0 0 0 0 .003 .003 0 0 0 0 Torauefk -ftl v -v Momentfk...z -z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .047 .047 .001 .001 .049 .049 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .05 .05 :001 .001 .047 .047 0 0 .002 .002 .007 .007 .002 .002 .002 .002 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .005 .01 .003 .295 -.156 1.209 .007 .315 .166 1.229 .002 .006 .002 .006 .002 .006 .002 .006 0 .298 .159 1.213 .004 .311 .163 -1.226 0 0 .007 .003 .024 .002 .007 .003 .007 .003 Momentfk... .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .453 .052 .394 .132 .489 .047 .513 .028 .417 .057 .067 .017 .067 .017 .067 .017 .067 .017 .007 .097 .102 .012 .126 .062 .031 .022 0 0 .028 .063 .021 .036 .028 .063 .028 .063 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 199 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 20186 20190 20191 20195 20196 20200 20201 20205 20206 20210 20211 20215 20216 20220 20221 20225 20226 20230 20231 20235 20236 20240 20241 20245 20246 20250 20251 20255 20256 20260 20261 20265 20266 20270 20271 20275 20276 20280 20281 20285 20286 20290 20291 20295 20296 20300 20301 20305 20306 20310 20311 20315 20316 120320 120321 120325 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 Sec Axialfkl v Shearfkl z ShearflA_ Torauefk ftl v v Momentfk.. z z Momentfk... 1 .313 .028 0 .002 .007 .028 5 .181 -.035 0 .002 .003 .063 1 .987 .029 .002 .005 .016 .023 5 .855 .033 .002 .005 .002 .042 1 .987 .029 .002 .005 .016 .023 5 .855 .033 .002 .005 .002 .042 1 .987 .029 .002 .005 .016 .023 5 .855 .033 .002 .005 .002 .042 1 .757 .029 0 .013 .002 .02 5 -.889 .034 0 .013 .001 .046 1 .277 .028 .007 .023 .076 .029 5 .146 .034 .007 .023 .142 .06 1 1.383 .027 0 .009 .013 .037 5 1.251 .035 0 009 004 .08 1 .348 .027 .006 .019 .091 .028 5 .216 .035 .006 .019 .147 .066 1 .184 .03 .002 .003 .02 .017 5 .052 .032 .002 .003 .001 .029 1 .96 .029 .003 .011 .079 .024 5 .829 .033 .003 .011 .106 .04 1 1.789 .028 .002 .013 .012 .029 5 1.658 -.034 .002 .013 .003 .056 1 1.013 .029 .006 .02 .046 .023 5 .881 .033 .006 .02 .111 .045 1 .184 .03 .002 .003 .02 .017 5 .052 .032 .002 .003 .001 .029 1 .96 .029 .003 .011 .079 .024 5 .829 .033 .003 .011 -.106 .04 1 1.789 .028 .002 .013 .012 .029 5 1.658 .034 .002 .013 .003 .056 1 1.013 .029 .006 .02 .046 .023 5 .881 .033 .006 .02 .111 .045 1 .184 .03 .002 .003 .02 .017 5 .052 .032 .002 .003 .001 .029 1 .96 .029 .003 .011 .079 .024 5 .829 .033 .003 .011 .106 .04 1 1.789 .028 .002 .013 .012 .029 5 1.658 .034 .002 .013 .003 .056 1 1.013 .029 .006 .02 .046 .023 5 .881 .033 .006 .02 .111 .045 1 .883 .017 0 .012 .001 .009 5 .961 .02 0 .012 0 .02 1 .152 .017 .008 .022 .079 .018 5 .073 .02 .006 .022 .143 .035 1 1.258 .016 0 .009 .01 .025 5 1.179 .022 0 .009 .003 .055 1 .223 .016 .006 .02 .088 .016 5 .144 .021 .006 .02 .146 .041 1 .438 .039 0 .003 .01 .04 5 .254 .048 0 .003 .004 .088 1 1.813 .036 .004 .012 .041 .023 5 1.655 .038 .004 .012 .002 .032 1 1.813 .036 .004 .012 -.041 .023 5 1.655 .038 .004 .012 .002 .032 1 1.813 .036 .004 .012 .041 .023_ _5 1.655 .038 .004. .012 .002 .032 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 200 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 20326 20330 20331 20335 20336 20340 20341 20345 20346 20350 20351 20355 20356 20360 20361 20365 20366 20370 20371 20375 20376 20380 20381 20385 20386 20390 20391 20395 20396 20400 20401 20405 20406 20410 20411 20415 20416 20420 20421 20425 20426 20430 20431 20435 20436 20440 120441 20445 20446 20450 120451 20455 20456 120460 120461 120465 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54- 55 56 57 58 59 60 61 Member Label Sec M58 I 1 I 5 1 5 1 5 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 RISA -3D Version 8.0 3 [T• 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .824 .667 .375 .217 .375 .217 .375 .217 .375 .217 .824 .667 .375 .217 .375 .217 .375 .217 .375 .217 .824 .667 .375 .217 .375 .217 .375 .217 .375 .217 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .824 .667 .704 .862 v Shearfkl z Shearfkl .034 I .001 .04 I .001 .033 0 .041 0 .033 I. 0 .041 I 0 .033 0 .041 0 .033 0 .041 0 .034 .001 .04 .001 .033 0 .041 0 .033 0 .041 0 .033 0 .041 0 .033 0 .041 0 .034 .001 .04 .001 .033 0 .041 0 .033 0 .041 0 .033 0 .041 0 .033 -0 .041 0 .034 .001 .04 .001 .034 .001 -.04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .034 .001 -.04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .034 .001 .04 .001 .035 .002 .039 .002 Torauefk ftl .002 .002 .002 .002 .002 .002 .002 .002 -.002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .013 .013 v v Momentfk...z z Momentfk.. .007 .031 .003 .062 .009 .034 .003 .076 .009 .034 .003 .076 .009 .034 .003 .076 .009 .034 .003 076 .007 .031 .003 .062 .009 .034 .003 .076 .009 .034 .003 .076 .009 .034 .003 .076 .009 .034 .003 .076 .007 .031 .003 .062 .009 .034 .003 .076 .009 .034 .003 .076 .009 .034 .003 .076 .009 .034 .003 .076 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062 .007 .031 .003 .062_ .015 .019 .001 .037 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 201 1 1 1 t Member Section Forces (Continued) 1 t t t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 204661 204701 204711 63 204751 20476 64 20480 20481 65 20485 20486 66 20490 20491 67 20495 20496 68 20500 20501 69 20505 20506 70 20510 20511 71 20515 20516 72 20520 20521 20525 20526 2 20530 20531 3 20535 20536 4 20540 20541 5 20545 20546 6 20550 20551 20555 20556 20560 20561 20565 20566 10 20570 20571 11 20575 20576 12 20580 20581 13 20585 20586 14 20590 20591 15 20595 20596 16 20600 20601 17 20605 LC Member Label 62 M58 1 7 8 9 M58 M58 M58 M58 M58 M58 M58 M58 M58 M58 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .774 .616 2.353 2.195 .875 .717 .281 .163 .281 .163 .281 .163 .281 .163 1.247 1.366 .231 .113 1.81 1.692 .332 .213 0 0 .184 .315 1.076 1.207 .184 .315 184 .315 .184 .315 .853 .984 .853 .984 .853 .984 1.226 1.358 .245 .376 .859 .728 .122 .254 1.635 1.766 .899 1.03 .071 .202 .807 .938 v Shearfkl .035 .04 .033 .042 .034 .041 .025 .031 .025 .031 .025 .031 .025 -.031 026 .03 .025 .031 .024 .032 .024 .032 0 0 .033 -.029 .035 .027 .033 .029 033 .029 .033 .029 .034 .028 .034 .028 .034 .028 .034 .028 .031 .031 .032 -.031 .034 .028 .035 :027 .033 .029 .033 -.029 .035 .027 z Shearfkl 008 .008 0 0 .01 .01 0 0 0 0 0 0 0 0 0 0 .009 .009 .001 .001 .008 .008 0 0 0 0 .002 .002 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .006 .006 0 0 .008 .008 .003 .003 .003 .003 .002 .002 .007 .007 Torauefk ftl v v Momentfk...z z Momentfk.. .126 I .032 028 .028 .017 .017 .032 .032 .002 .002 .002 002 .002 .002 -.on?_ .002 .017 .017 .032 .032 .013 .013 .028 .028 0 0 .001 .001 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 .014 014 .053 .053 .017 .017 .056 .056 .011 .011 .04 .04 .012 .012 .042 .042 .203 .001 .005 .112 .709 .006 .003 006 .003 .006 .003 .006 .003 .002 0 .113 .204 .015 .005 .126 .209 0 0 0 .009 .016 .009 0 .009 0 009 0 .009 .012 .009 -.012 .009 .012 .009 .005 021 .086 029 .005 -.004 .087 .012 .008 .018 .053 .024 -.016 0 .077 .007 .058 .042 .087 .03 .066 .026 .057 .026 .057 .026 .057 .026 .057 .014 .032 .027 .052 .037 .081 .025 .061 0 0 .056 .038 .077 .04 .056 .038 .056 .038 .056 .038 .072 .039 .072 .039 .072 .039 .075 .043 .052 .05 .037 .032 .06 .026 .086 .044 069 .049 .058 035 074 .03 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 202 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 20606 20610 20611 20615 20616 20620 20621 20625 20626 20630 20631 20635 20636 20640 20641 20645 20646 20650 20651 20655 20656 20660 20661 20665 20666 20670 20671 20675 20676 20680 120681 20685 20686 120690 20691 20695 20696 20700 20701 20705 20706 20710 20711 20715 20716 20720 20721 20725 20726 20730 20731 120735 20736 20740 20741 20745 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 Sec Axialfkl v Shearfkl z Shearfkl Torauefk ftl 1 1.635 I .035 .003 I .011. 5 1/66 I .027 .003 I .011 1 .899 .033 .003 .04 5 1.03 I .029 .003 .04 1 .071 I .031_ .002 .012 5 .202 .029 .002 .012 1 .807 .035 .007 .042 5 .938 .027 .007 .042 1 1.635 .035 .003 .011 5 1.766 .027 .003 .011 1 .899 .011_ .003 .04 5 1.03 .029 .003 .04 1 .071 .033 .002 .012 5 .202 .029 .002 .012 1 .807 .035 .007 .042 5 .938 .027 :007 .042 1 1.153 .021 .001 .015 5 1.232 .016 .001 .015 1 .171 .018 .006 .054 5 .25 .019 .006 .054 1 .933 .018 0 .016 5 .854 .019 0 .016 1 .049 .021 .007 .055 5 .128 .016 .007 .055 1 .257 .046 .001 .002 5 .441 .041 .001 .002 1 1.648 .042 .004 0 5 1.806 .032 .004 0 1 1.648 .042 .004 0 5 1.806 -.032 .004 0 1 1.648 .042 .004 0 5 1.806 .032 .004 0 1 .666 .04 .002 .001 5 .824 .034 .002 .001 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .666 .04 .002 .001 5 .824 .034 .002 .001 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .22 .039 .001 .002 5 .378 .035 .001 .002 1 .666 .04 .002 .001 5 .824 .034 .002 .001 1 .22 .039 .001 .002 5 .378 .035 .001 .002 v v Momentfk...z z Momentfk... .008 .018 .053 .024 .016 0 .077 .007 .008 .018 .053 .024 .016 0 .077 .007 .005 .018 .086 .026 .005 .007 .087 .016 0 .012 .025 .01 025 .01 .025 .01 .008 .01 0 .01 0 .01 0 01 0 .01 .008 .01 0 01 0 .01 0 .01 0 .01 .008 .01 0 .01 .086 .044 .069 .049 .058 .035 .074 .03 .086 .044 .069 .049 .058 .035 .074 .03 .052 .028 .03 .035 .015 .017 .037 .01 .078 .053 .101 .049 .101 .049 .101 .049 .078 .046 .067 .045 .067 .045 .067 .045 .067 .045 .078 .046 .067 .045 .067 .045 .067 .045 .067 .045 .078 .046 .067 .045 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 203 1 1 t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 20746 46 20750 20751 47 20755 20756 48 20760 20761 49 20765 20766 50 20770 20771 51 20775 20776 52 207801 207811 53 207851 207861 54 207901 207911 55 207951 20796 56 20800 20801 57 20805 20806 58 20810 20811 59 20815 20816 60 20820 20821 61 20825 20826 62 20830 20831 63 20835 20836 64 20840 20841 65 20845 20846 66 20850 20851 67 20855 20856 68 20860 20861 69 20865 20866 70 20870 20871 71 20875 20876 72 20880 20881 1 20885 Member Label M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M59 M60 RISA -3D Version 8.0.3 [T Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl y Shearrkl z Shearfkl .2.2 .039 .001 .378 .035 .001 .22 .039 .001 .378 .035 .001 .22 .039 .001 .378 .035 .001 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 .666 .04 .002 .824 .034 .002 2.156 .042 .003 2.314 .032 .003 .754 .038 .008 .912 .036 .008 .823 .039 0 .665 .036 0 .579 .043 .011 .737 -.032 .011 .165 .03 0 .284 .026 0 .165 .03 0 .284 .026 0 .165 .03 0 .284 .026 0 .165 .03 0 .284 -.026 0 1.655 .031 .002 1.773 .024 .002 .253 .027 .009 .371 .029 .009 -1.324 .028 0 -1.206 .028 0 .078 .032 .01 .196 .024 .01 0 0 0 0 0 0 Torauerk ftl v v Momentfk...z z Momentfk... .002 0 .067 .002 .01 _045 .002 0 .067 .002 .01 .045 .002 0 .067 .002 .01 .045 .001 .008 _078 .001 .01 ,046 .001 .008 _078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 -.008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .001 .008 .078 .001 .01 .046 .021 .001 .104 .021 .028 .055 .077 .115 .073 .077 .04 .064 .023 .015 .051 .023 .007 .038 .079 .132 .083 .079 .019 .029 .001 0 .05 .001 .008 .034 .001 0 .05 .001 .008 .034 .001 0 .05 .001 .008 .034 .001 0 .05 .001 .008 .034 .021 .007 .077 .021 .025 .042 .077 .123 .045 .077 .038 .051 .023 .007 .024 .023 .01 .026 .079 .124 .055 .079 .022 .017 0 I 0 0 0 I 0- 0 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 204 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 20886 2 20890 20891 3 20895 20896 4 20900 20901 5 20905 20906 6 20910 20911 7 20915 20916 8 20920 20921 g 20925 20926 10 20930 20931 11 20935 20936 12 20940 20941 13 20945 20946 14 20950 20951 15 20955 20956 16 20960 20961 17 20965 20966 18 20970 20971 19 20975 20976 20 20980 20981 21 20985 20986 22 20990 20991 23 20995 20996 24 21000 21001 25 21005 21006 26 21010 21011 27 21015 121016 28 21020 21021 29 121025 Member Label M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 Sec Axialfkl 1 I .005 5 .005 1 .023 5 .023 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .018 5 .018 1 .018 5 .018 1 .018 5 .018 1 .803 5 .803 1 .226 5 .226 1 .793 5 .793 1 .236 5 .236 1 .617 5 .617 1 .155 5 .155 1 .58 5 .58 1 .192 5 .192 1 617 5 .617 1 .155 5 .155 1 .58 5 .58 1 .192 5 .192 1 .617 5 .617 1 .155 5 .155 1 .58 5 .58 1 .192 5 .192 1 .801 5 .801 1 .228 5 .228 1 .795 5 .795 1 .234 5 .234 v Shearfkl .027 .283 .228 1.214 .027 .283 .027 .283 .027 .283 .178 .981 .178 .981 .178 .981 .015 .294 .037 .272 .038 .271 .016 .293 .169 .99 .186 .973 .187 .973 .17 .989 .169 .99 .186 .973 .187 -.973 .17 .989 .169 .99 .186 .973 .187 .973 .17 .989 .004 .181 .026 .159 .027 .158 .006 .18 z Shearfkl .001 .001 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 .049 .049 .151 .151 .046 .046 .153 .153 .036 .036 .113 .113 .035 .035 .115 .115 .036 .036 .113 .113 .035 .035 .115 .115 .036 .036 .113 .113 .035 .035 .115 .115 .048 .048 .151 .151 .047 .047 .153 .153 Torauefk ftl v v Momentfk...z z Momentfk... 0 0 .274 0 .003 .003 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 .006 0 .003 0 .006 0 .006 0 .006 0 .004 0 .004 0 .004 .009 .198 .041 .681 .01 .186 .042 .694 .007 .148 .03 .512 .008 .14 .031 .519 007 .148 .03 .512 .008 -.14 .031 .519 .007 .148 .03 .512 .008 .14 .031 .519 .009 .196 .041 -.684 .01 .188 .041 .691 .375 1.64 1.218 .274 .375 .274 .375 .274 .375 1.298 1.008 1.298 1.008 1.298 1.008 .272 .427 .279 .326 .277 .324 .27 .424 -1.297 1.046 1.302 .971 1.3 .969 1.295 1.044 1.297 1.046 1.302 .971 1.3 .969 1.295 1.044 1.297 1.046 1.302 .971 1.3 .969 1.295 1.044 .162 .277 .169 .176 .167 .174 .16 .274 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 205 1 1 1 t Member Section Forces (Continued) 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 21026 21030 21031 21035 21036 21040 21041 21045 21046 21050 21051 21055 21056 21060 21061 21065 21066 21070 21071 21075 21076 21080 21081 21085 21086 21090 21091 21095 21096 21100 21101 21105 21106 21110 21111 21115 21116 21120 21121 21125 21126 21130 21131 21135 21136 21140 21141 21145 21146 21150 21151 21155 21156 21160 21161 21165 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 M60 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 I 5 I Axialfkl .007 .007 .034 .034 .034 .034 .034 .034 .015 .015 .006 .006 .006 .006 .006 .006 .006 .006 .015 .015 .006 .006 .006 .006 .006 .006 .006 .006 .015 .015 .006 .006 .006 .006 .006 .006 .006 .006 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 v Shearfkl .037 .396 .355 1.829 .355 1.829 .355 1.829 .133 .805 .032 .339 .032 .339 .032 .339 .032 -.339 .133 -.805 .032 .339 .032 .339 .032 .339 .032 .339 .133 .805 .032 .339 .032 .339 .032 .339 .032 .339 .133 .805 .133 .805 .133 .805 .133 -.805 .133 .805 .133 .805 .133 .805 .133 .805 .133 -.805 z Shearfkl .002 .002 0 0 0 0 0 0 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 Torauefk ftl 0 0 .005 .005 .005 .005 .005 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentfk...z z Momentfk... O I .384 .009 .525 0 2.514 .002 1.799 0 -2.514 .002 1.799 0 -2.514 .002 1.799 0 1.012 .006 .872 0 .329 .008 .45 0 .329 .008 .45 0 .329 .008 .45 0 .329 .008 .45 0 1.012 .006 .872 0 .329 .008 .45 O .329 .008 .45 0 .329 .008 .45 0 -.329 .008 .45 0 1.012 .006 .872 0 .329 .008 .45 0 .329 .008 .45 0 .329 .008 .45 O .329 .008 .45 0 1.012 .006 .872 0 1.012 .006 .872 O 1.012 .006 .872 0 1.012 .006 .872 0 1.012 .006 .872 0 1.012 .006 .872 0 1.012 .006 .872 0 1.012 .006 .872 0 -1.012 .006 .872 RISA -3D Version 8.0 3 (T'\. \CalcsStruc\BarkerFrame\BarkerFrameOpt5Mat.r3d] Page 206 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) I LC Member Label Sec 121166 58 M60 1 121170 5 21171 59 M60 1 21175 5 21176 60 M60 1 21180 5 21181 61 M60 1 21185 5 21186 62 M60 1 21190 5 21191 63 M60 1 21195 5 21196 64 M60 1 21200 5 21201 65 M6n 1 21205 5 21206 66 M60 1 21210 5 21211 67 M8(1 1 21215 5 21216 68 M60 1 21220 5 21221 men 1 21225 5 21226 70 M60 1 21230 5 21231 71 M60 1 21235 5 21236 72 M60 1 21240 5 21241 1 M61 1 21245 5 21246 2 M61 1 21250 5 21251 3 M61 1 21255 5 21256 4 M61 1 21260 5 21261 5 M61 1 21265 5 21266 6 M61 1 21270 5 21271 7 M61 1 21275 5 21276 8 M61 1 21280 5 21281 9 M61 1 21285 5 21286 10 M61 1 21290 5 21291 11 M61 1 21295 5 21296 12 M61 1 21300 5 21301 13 M61 1 21305 5 Axialfkl .015 .015 .015 .015 .015 .015 1.155 1.155 315 .315 1.126 1.126 .345 .345 .005 .005 .005 .005 .005 .005 .005 .005 1.145 1.145 .326 .326 1.136 1.136 .335 .335 0 0 .386 .254 1.298 1.166 .386 .254 .386 .,251_ .386 .254 1.07 .938 1.07 .938 1.07 .938 1.06 1.192 .43 79R_ t.831 1.7 .341 .21 v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z 0 0 .133 .805 .133 .805 .133 .805 .116 .821 .148 79 .149 .788 .118 .82 .024 .254 .024 .254 .024 .254 .024 .254 .007 .271 .039 .24 .04 .238 .009 .269 0 0 .028 -.034 .0? 5 .037 .028 .034 .028 .034 .028 .034 .025 .037 .025 .037 .025 .037 .029 .033 .028 .034 027 .035 .028 .034 .001 001 .001 .001 .001 .001 .069 .069 216 .216 .066 .066 .218 .218 001 .001 .001 .001 .001 .001 .001 .001 .069 069 .216 .216 .066 .066 .218 218 0 0 .002 .002 006 .006 .002 .002 .002 .002 .002 .002 .005 .005 .005 .005 .005 .005 .002 .002 .001 .001 .003 .003 .006 .006 0 0 0 0 0 0 .001 .001 .001 .001 0 0 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 a 0 0 0 0 0 003 .003 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .026 .026 .025 .025 .026 .028 .025 .025 0 006- 0 .006 0 .006 .013 28_ 058 .976 .014 .268 .059 .988 0 .006 0 .006 0 .006 0 .006 .013 .28 .058 .976 .014 .269 .059 988- 0 0 .01 -.012 015 .045 .01 .012 .01 .012 .01 .012 .014 .037 .014 .037 .014 .037 .009 .025 .018 .029 .03 0 .002 .053 Momentfk.. 1.012 .872 1.012 .872 1.012 .872 1.008 .945 1.019 .802 1.016 .798 1.005 .942 .247 .338 .247 .338 .247 .338 .247. .338 .243 .411 .254 .268 .251 .264 .24 .408 0 0 .035 .065 .037 .101 :035 .065 .035 .065 .035 .065 .037 .092 .037 .092 .037 .092 .024 .041 .039 .065 .047 .09 .032 .066 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat:r3d] Page 207 t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 21306 21310 21311 21315 21316 21320 21321 21325 21326 21330 21331 21335 21336 21340 21341 21345 21346 21350 21351 21355 21356 21360 21361 21365 21366 21370 21371 21375 21376 21380 21381 21385 21386 21390 21391 21395 21396 21400 21401 21405 21406 21410 21411 21415 21416 21420 21421 121425 121426 121430 `21431 121435 121436 121440 21441 21445 LC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Label M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .015 .026 .005 .146 .036 .005 1.103 .026 .003 .971 .036 .003 2.154 .024 -.006 2.022 .038 .006 1.037 .025 -.008 .905 .037 .008 .015 .026 .005 .146 .036 .005 1.103 .026 .003 .971 .036 .003 2.154 .024_ .006 2.022 .038 .006 1.037 .025 .008 .905 .037 .008 .015 .026 .005 .146 .036 .005 1.103 .026 .003 .971 .036 .003 2.154 .024 .006 2.022 .038 .006 1.037 .025 .008 .905 .037 .008 1.214 .018 0 1.293 .019 0 .276 .017 .002 .197 .02 .002 1.677 .016 .002 1.598 -.022 .002 .187 .016 .005 .108 .021 .005 .54 .039 .003 .356 .048 .003 1.922 .028 .009 1.764 .046 .009 1.922 .028 -.009 1.764 .046 .009 1.922 .028 .009 1.764 .046 .009 .919 .032 -.005 .761 -.043 .005 .463 .034 .003 .305 .041 .003 .463 .034 -.003 .305 .041 .003 .463 .034 .003 .305 .041 .003 .463 .034 .003 .305 .041 .003 .919 .032 .005 .761 .043 .005 .463 .034 .003 .305 .041 -.003 .463 .034 .003 .305 .041- .003 Torauefk ftl v v Momentfk...z z Momentfk... .017 0 I .028 .017 .047 .074 .021 .02 .039 .021 .006 .092 .022 .029 .045 .022 .027 .111 .016 .008 .034 .016 .068 .093 .017 0 .028 .017 .047 .074 .021 .02 .039 .021 .006 .092 .022 .029 .045 .022 .027 .111 .016 .008 .034 .016 .068 .093 -.017 0 .028 .017 .047 .074 .021 .02 .039 .021 .006 .092 .022 .029 .045 .022 .027 .111 .016 .008 .034 .016 .068 .093 .026 .013 .01 .026 .02 .015 .025 .014 .025 .025 .034 .039 .026 .026 .033 .026 .006 .064 .025 .002 .018 .025 .048 .04 0 .015 .05 0 .017 .092 .005 .021 .045 .005 .067 .136 .005 .021 .045 .005 .067 .136 .005 .021 .045 .005 .067 .136 .001 .015 .043 .001 .031 .096 0 .012 .043 0 .015 .079 O .012 .043 0 .015 .079 0 .012 .043 0 .015 .079 I 0 .012 .043 0 .015 .079 .001 .015 .043 .001 .031 .096 I O .012 .043 O -.015 .079 0 .012 .043 0 .015 .079 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 208 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Section Forces (Continued) 21446 21450 21451 21455 21456 21460 21461 21465 21466 21470 21471 21475 21476 21480 21481 21485 21486 21490 21491 21495 21496 21500 21501 21505 21506 21510 21511 21515 21516 21520 21521 21525 21526 21530 21531 21535 21536 21540 21541 21545 21546 21550 21551 21555 21556 21560 21561 21565 21566 21570 21571 21575 21576 21580 21581 21585 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 M61 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 I 5 Barker Support Axialfkl v Shearfkl .463. .034 .305 .041 .463 .034 .305 .041 .919 .032 /61 .043 .463 .034 .305 .041 .463 .034 .305 .041 .463 .034 .305 .041 .463 .034 .305 .041 .919 .032 .761 .043 .919 .032 .761 .043 .919 .032 .761 .043 .919 .032 .761 043 .919 .032 .761 .043 .919 .032 .761 -.043 .919 .032 .761 .043 .919 .032 .761 .043 .919 .032 .761 .043 .919 .032 .761 .043 .919 .032 .761 .043 .919 .032 .761 .043 1.147 .034 1.304 .041 .982 .032 .824 .042 2.984 .03 2.826 .044 .856 .031 .698 .043 .347 .075 .229 .031 .347 0.25 .229 -.031 .347 .025 .229 .031 .347 ..025 .229 .031 1.718 027 1.837 .029 z Shearfkl_ 003 .003 .003 .003 .005 .005 .003 .003 .003 .003 .003 .003 .003 .003 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 -.005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .004 .004 0 0 .006 .006 .009 -.009 .002 .002 .002 :002 .002 002 .002 .002 .001 .001 Torauefk ftl 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .036 -.036 .037 .037 .039 .039 .034 .034 0 0 0 0 0 0 0 0 .038 .038 Checked By v -v Momentfk.. .012 .015 .012 .015 .015 .031 .012 .015 .012 .015 .012 .015 .012 .015 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .015 .031 .013 .05 .026 .028 .043 .013 .004 .09 .009 .011 .009 .011 .009 .011 .009 .011 .019 .029 z -z Momentfk... .043 1 .079 .043 .079 .043 .096 043 .079 .043 .079 .043 .079 .043 .079 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .043 .096 .027 .061 .048 .096 .06 .132 .039 .097 .032 .059 .032 .059 .032 .059 .059 .015 .024 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 209 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 21586 70 21590 21591 71 21595 21596 72 21600 21601 1 21605 21606 2 21610 21611 3 21615 21616 4 21620 21621 5 21625 21626 6 21630 21631 7 21635 21636 8 21640 21641 g 21645 21646 10 21650 21651 11 21655 21656 12 21660 21661 13 21665 21666 14 21670 21671 15 21675 21676 16 21680 21681 17 21685 21686 18 21690 21691 19 21695 21696 20 21700 21701 21 21705 21706 22 21710 21711 23 21715 2171.6 24 217201 217211 25 2 17251 Member Label M61 M61 M61 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .41 .292 2.412 2.294 .284 .166 0 0 .263 .394 1.184 1.316 .263 .394 .263 .394 .263 .394 .954 1.086 .954 1.086 .954 1.086 1.729 1.86 .234 .365 1.203 -1.072 .292 .473_ 2.053 2.185 .932 1.064 .145 .014 .976 1.107 2.053 2.185 .932 1.064 145 -.014 .976 1.107 2.053 2.185 .932 1.064 .145 .014 .976 1.107 v ShearfIcl_ .026 .03 .023 .033 .025 .031 0 0 .033 .029 .029 .033 .033 .029 .033 .029 .033 .029 .03 .032 .03 -.032 .03 .032 .035 .027 .033 .029 .031 .031 .034 -.029 .032 .03 .03 .032 .029 .033 .03 .032 .032 -.03 .03 -.032 .029 -.033 .03 .032 .032 .03 .03 .032 .029 -.033 .03 -.032 z Shearfkl .003 .003 .003 .003 .007 .007 0 0 .002 .002 .008 .008 -.002 .002 -.002 .002 .002 .002 .007 .007 .007 .007 .007 .007 .001 .001 .001 .001 .002 .002 .005 .005 .006 .006 .004 .004 .007 .007 .009 .009 .006 .006 .004 .004 .007 ,007 .009 .009 .006 .006 .004 .004 .007 -.007 -.009 .009 Torauelk ftl v v Momentfk...z z Momentf .035 .035 .037 .037 .035 -.035 0 0 .005 .005 .022 .022 .005 -005 .005 005 005 .005 018 018 018 018 018 .018 .019 019 .004 004 01 .01 .013 013 .029 .029 .012 012 .007 .007 .024 .024 -.029 -.029 .012 .012 007 .007 .024 .024 .029 .029 .012 .012 .007 .007 .074 -.024 .021 .048 .037 .007 .002 .07 0 0 .001 .017 .002 .08 .001 .017 .001 .017 .001 .017 .002 .064 .002 .064 .002 .064 .012 .002 065 .054 .009 032 .067 .02 01 053 048 .092 006 076 .051 .036 .01 053 .048 .092 .006 .076 .051 036 .01 053 048 .092 .006 -.076 .051 -.036 .037 .058 .049 .094 .027 .059 0 0 .053 .03 009 027 .053 03 .053 .03 .053 03 .02 .028 .02 .028 .02 028 .08 036 .052 03 .026 .024 .054 .03 .041 .032 .019 .028 0 .023 .021 .027 041 032 019 028 0 023 021 .027 041 .032 .019 .028 0 023 .021 .027 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 210 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 21726 26 21730 21731 27 21735 21736 28 21740 21741 29 21745 21746 30 21750 21751 31 21755 21756 32 21760 21761 33 21765 21766 34 21770 21771 35 21775 21776 36 21780 21781 37 21785 21786 38 21790 21791 39 21795 21796 40 21800 21801 41 21805 21806 42 21810 21811 43 21815 21816 44 21820 21821 45 21825 21826 46 21830 21831 47 21835 21836 48 21840 21841 49 21845 21846 50 21850 21851 51 21855 21856 52 21860 21861 53 21865 Member Label M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 M62 Sec Axialfkl 1 1.623 5 1.702 1 .129 5 .208 1 1.308 5 1.229 1 .187 5 .265 1 .368 5 .552 1 1.79 5 1.948 1 1.79 5 1.948 1 1.79 5 1.948 1 .776 5 .934 1 .315 5 .473 1 .315 5 .473 1 .315 5 .473 1 .315 5 .473 1 .776 5 .934 1 .315 5 .473 1 .315 5 .473 1 .315 5 .473 1 .315 5 .473 1 .776 5 .934 1 .315 5 .473 1 .315 5 .473 1 .315 5 .473 1 .315 5 .473 1 .776 5 .934 1 .776 5 .934 1 .776 5 .934 1 .776 5 .934 1 .776 5 .934 v Shearfkl .022 .015 .02 .017 .018 .019 .02 .017 .047 .04 .033 .041 .033 .041 .033 .041 .038 .037 .04 .034 .04 .034 .04 .034 .04 .034 .038 .037 .04 .034 .04 .034 .04 .034 .04 .034 .038 .037 .04 .034 .04 .034 .04 .034 .04 .034 .038 .037 .038 .037 .038 .037 .038 .037 .038 .037 z Shearfkl 0 0 .002 .002 .002 .002 .004 .004 .003 .003 .012 .012 .012 .012 .012 .012 .005 .005 .002 .002 .002 .002 .002 .002 .002 .002 .005 .005 .002 .002 -.002 .002 .002 .002 .002 .002 .005 .005 .002 .002 .002 .002 .002 .002 .002 .002 .005 .005 .005 .005 .005 .005 -.005 .005 .005 .005 Torauefk ftl v v Momentfk...z z Momentfk... .018 .018 .005 .005 .012 .012 .011 .011 .006 .006 .034 -.034 .034 .034 .034 .034 .014 .014 .006 .006 .006 .006 .006 .006 .006 .006 .014 .014 .006 .006 .006 .006 006 .006 .006 .006 .014 .014 .006 .006 .006 .006 .006 .006 .006 .006 .014 .014 .014 .014 .014 .014 .014 .014 .014 .014 .011 .005 .065 .047 .01 .025 .067 .027 .002 .024 .002 .121 .002 .121 .002 .121 .002 .052 .001 .02 .001 .02 .001 .02 .001 .02 .002 .052 .001 .02 .001 .02 .001 .02 .001 -.02 .002 .052 .001 .02 .001 .02 .001 .02 .001 .02 .002 .052 .002 .052 .002 .052 .002 .052 .002 :052 .059 .024 .03 .018 .005 .012 .033 .018 .074 .042 .006 .031 .006 .031 .006 .031 .042 .034 .064 .036 .064 .036 .064 .036 .064 .036 .042 .034 .064 .036 .064 .036 .064 .036 .064 .036 .042 .034 .064 .036 .064 .036 .064 .036 .064 .036 .042 .034 .042 .034 .042 .034. .042 .034 .042 .034 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 211 1 Member Section Forces (Continued) 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 21866 21870 21871 21875 21876 21880 21881 21885 21886 21890 21891 21895 21896 21900 21901 21905 21906 21910 21911 21915 21916 21920 21921 21925 21926 21930 21931 21935 21936 21940 21941 21945 21946 21950 21951 21955 21956 21960 21961 21965 21966 21970 21971 21975 21976 21980 21981 21985 21986 21990 21991 21995 21996 22000 122001 22005 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 M63 M63 M63 M63 M63 9 I _M63 Member Label Sec M62 I 1 5 M62 I 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M62 1 5 M63 1 5 M63 1 5 M63 1 5 1 5 1 5 1 5 1 5 5 1 5. Axialfkl v Shearfkl z Sheartkl .776 .038 .005 .934 .037 .005 .776 .038 .005 .934 .037 .005 .776 .038 -.005 .934 .037 .005 .776 .038 .005 .934 .037 .005 .776 .038 .005 .934 .037 .005 .776 .038 .005 .934 .037 .005 .776 .038 .005 .934 .037 .005 2.87 .041 .005 3.028 .034 .005 .735 .038 .001 .893 .037 .001 1.318 .035 .006 1.16 .04 .006 .817 .038 .009 .975 .036 .009 .236 .03 .002 .355 .026 .002 .236 .03 .002 .355 .026 .002 .236 .03 .002 .355 .026 .002 .236 .03 .002 .355 -.026 .002 2.33 .033 0 2.449 .023 0 .195 .03 .002 .313 .026 .002 1.858 .027 .002 1.739 .029 .002 .278 .03 .006 .396 .026 .006 0 0 0 0 0 0 .475 -.005 .01 .315 .005 .01 1.04 .009 .01 .88 .009 .01 .475 .005 .01 .315 .005 .01 .475 .005 .01 .315 .005 .01 .475 .005 .01 .315 .005 .01 .899 -.008 .01 .739 .008 .01 .899 -.008 .01 .739 .008 .01 .899 .008 .01 .739 .008 .01 Torauefk -ftl v -v MomentLz -z Momentfk_.. .014 .014 .014 .014 .014 .014 .014 .014 .014 .014 .014 .014 .014 .014 .036 .036 .003 .003 .007 .007 .026 .026 .004 .004 .004 .004 .004 -.004 -.004 .004 .025 .025 .007 .007 .017 .017 .016 -.016 0 0 .001 .001 .009 .009 .001 .001 .001 .001 .001 .001 .007 .007 .007 .007 .007 .007 .002 .052 .002 .052 .002 .052 .002 .052 .002 .052 .002 .052 .002 .052 .017 .03 .092 .105 .013 .073 .096 .001 .001 .015 .001 .015 .001 .015 .001 .015 .016 .006 .093 .068 .014 .037 .095 .038 0 0 .046 .04 .043 .049 .046 04 .046 .04 .046 .04 .044 .047 -.044 .047 .044 .047 .042 .034 .042 .034 .042 .034 .042 .034 .042 .034 .042 .034 .042 .034 .081 .044 .04 035 .003 025 .044 .034 .048 .027 048 .027 .048 .027 .048 .027 .087 .036 .046 .027 .009 .018 .05 .027 0 0 .028 .019 .031 .055 .028 .019 .028 .019 .028 .019 .03 .046 .03 .046 -.03 .046 RISA -3D Version 8.0.3 [T\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 212 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 22006 10 22010 220111 11 220151 220161 12 220201 22021 13 22025 22026 14 22030 22031 15 22035 22036 16 22040 22041 17 22045 22046 18 22050 22051 19 22055 22056 20 22060 22061 21 22065 22066 22 22070 22071 23 22075 22076 24 22080 22081 25 22085 22086 26 22090 22091 27 22095 22096 28 22100 22101 29 22105 22106 30 22110 22111 31 22115 22116 32 22120 22121 33 22125 22126 34 22130 22131 35 22135 22136 36 22140 22141 37 22145 Member Label M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 456 296 .464 .304 .493 .333 .485 .325 .885 725 .891 .731 .912 752 .906 .746 .885 .725 .891 .731 .912 .752 .906 .746 .885 .725 .891 .731 .912 .752 .906 .746 .266 .17 .275 .179 .303 .207 .295 .199 .665 .441 1.474 1.282 1.474 1.282 1.474 1.282 .852 .66 .57 .378 .57 .378 .57 .378 v Shearfkl .002 .002 .007 .007 .013 .013 .003 .003 .003 .003 .01 .01 .014 014 .007 .007 .003 .003 .01 .01 .014 .014 .007 .007 .003 .003 .01 .01 .014 .014 .007 .007 .004 .004 .005 .005 .011 .011 -.001 .001 .007 .007 .013 .013 .013 .013 .013 .013 .008 .008 .006 .006 -.006 .006 .006 .006 z Shearfkl .01 .01 0 0 .009 .009 .018 .018 .01 .01 .004 .004 .01 .01 .017 .017 .01 .01 .004 .004 .01 .01 .017 .017 .01 .01 .004 .004 .01 .01 .017 .017 .006 .006 .003 .003 .005 .005 .014 .014 .014 .014 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 :012 Torauefk ftl v v Momentfk.. -z Momentfk.. .011 .049 I .019 .011 .041 .04 .006 .032 .041 .006 .023 .023 .013 .044 .037 .013 .04 .077 .008 .061 .015 .008 .104 .014 .002 .046 .023 .002 .047 .002 .002 .033 .04 .002 0 .049 .016 .042 .037 .016 .046 089 .012 .055 .02 .012 .094 .042 .002 .046 .023 .002 .047 .002 .002 .033 .04 .002 0 .049 .016 .042 .037. .016 .046 .089 .012 .055 .02 .012 .094 .042 .002 .046 .023 .002 .047 .002 .002 .033 .04 .002 0 .049 .016 .042 .037 .016 .046 .089 .012 .055 .02 .012 .094 .042 .011 .03 -.007 .011 .025 .047 .006 .013 .03 .006 .039 .016 .013 .026 .026 .013 .024 .07 .007 .042 .004 .007 .088 .007 .002 .065 .039 .002 .057 .026 .013 .05 .038 .013 .062 .08 .013 .05 .038 .013 .062 .08 .013 .05 .038 .013 .062 .08 .005 .054 -.035 .005 .053 .04 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 213 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 122146 122150 122151 22155 22156 22160 22161 22165 22166 22170 22171 22175 22176 22180 22181 22185 22186 22190 22191 22195 22196 22200 22201 22205 22206 22210 22211 22215 22216 22220 22221 22225 22226 22230 22231 22235 22236 22240 22241 22245 22246 22250 22251 22255 22256 22260 22261 22265 22266 22270 22271 22275 22276 22280 22281 22285 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 I Member Label M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M63 M61 M63 M63 M63 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl .57 .378 .852 .66 .57 .378 .57 .378 .57 .378 .57 .378 .852 .66 .57 .378 .57 .378 .57 .378 .57 .378 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .852 .66 .826 .634 .838 .646 .879 .687 .867 .675 .427 .283 v Sheartkl z Shearrkl .006 .006 .008 .008 .006 .006 .006 .006 .006 .006 .006 .006 .008 -.008 .006 .006 .006 .006 .006 .006 .006 .006 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 -.008 .008 .008 .008 .008 .008 .008 .008 .002 .002 .011 -.011 -.019 .019 .006 .006 .005 .005 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 0 0 .011 .011 .024 .024 .009 .009 Torauerk ftl v v Momentrk...z z Momentrk... .001 .056 .033 1 .001 .049 .022 .005 .054 .035 .005 .053 .04 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .005 .054 .035 .005 .053 .04 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .001 .056 .033 .001 .049 .022 .005 .054 .019_ .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .005 .054 .035 .005 .053 .04 .012 .057 .022 .012 .053 .043 .004 .033 .053 -.004 .038 .047 .022 .051 04R .022 .052 .124 .015 -.075 -.016 .015 .143 .034 .001 .042 .025 .001 .036 .017 RISA -3D Version 8 0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 214 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 22286 22290 22291 22295 22296 22300 22301 22305 22306 22310 22311 22315 22316 22320 22321 22325 22326 22330 22331 22335 22336 22340 22341 22345 22346 22350 22351 22355 22356 22360 22361 22365 22366 22370 22371 22375 22376 22380 22381 22385 22386 22390 22391 22395 22396 22400 22401 22405 122406 122410 122411 122415 122416 122420 122421 122425 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Member Label M63 M63 M63 M63 M63 M63 M63 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 Sec Axialfkl v Shearfkl z Shearfk1 .427 .283 .427 .283 .427 .283 .401 .257 .413 .269 .454 .31 .442 .298 0 0 1.237 1.077 5.723 5.563 1.237 1.077 1.237 1.077 1.237 1.077 4.602 4.442 4.602 4.442 4.602 4.442 1257 1.097 1.093 .933 1.217 1.057 1.382 1.222 4.617 4.457 4.493 4.333 4.586 4.426 4.71 4.55 4.617 4.457 4.493 4.333 4.586 4.426 4.71 4.55 .005 I .009 .005 I .009 .005 .009 .005 .005 .005 .006 .006 -.007 .007 .015 .015 .002 .002 0 0 .002 .002 .01 .01 .002 .002 .002 .00? .002 .002 .007 .007 .007 .007 .007 .007 .008 .008 .002 .002 .004 .004 .002 .002 .002 .002 .007 .007 .011 .011 .007 .007 .002 .002 .007 .007 .011 .011 .007 .007 .009 .009 .009 .009 .009 .004 .004 .008 .008 .021 .021 0 0 .016 .016 .101 .101 .016 .016 .016 .016 .016 .016 .08 .08 .08 .08 .08 .08 .01 .01 .059 .059 .022 :022 .09 .09 .075 .075 .023 .023 .084 .084 .136 .136 .075 075 .023 .023 .084 .084 .136 .136 Tor ue k ft Momentfk...z z .001 .042 .001 .001 .001 .001 .001 .016 .016 .008 .008 .018 .018 .011 .011 0 0 .003 .003 .018 .018 .003 .003 .003 003 .003 .003 .014 .014 014 .014 014 .014 .011 .011 .04 .04 .016 016 .045 .045 .004 .004 .018 .018 .024 .024 .046 .046 .004 .004 018 .018 .024 .024 046 .046 .036 .042 .036 .042 .036 .045 .037 .021 .054 .039 .036 .063 127 0 0 .014 .127 .088 .82 .014 .127 .014 .127 .014 .127 .07 .647 .07 .647 .07 .647 .007 .079 .037 .495 .021 .174 .065 .749 .065 .611 .031 .18 -.075 .682 .108 1.113 .065 .611 .031 .18 .075 .682 .108 1.113 Moment k... .025 .017 .025 .017 .025 .017 .012 .067 .043 .023 .038 .1 .006 .01 0 0 .029 :01 .022 .109 .029 .01 .029 .01 .029 .01 .024 .084 .024 .084 .024 .084 .034 .042 .029 .008 .023 .061 .029 .012 .028 .046 .024 .083 .02 .123 .024 .086 I .028 .046 .024 I .083 I .02 .123 .024 .086 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 215 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 22426 22430 22431 22435 22436 22440 22441 22445 22446 22450 22451 22455 22456 22460 22461 22465 22466 22470 22471 22475 22476 22480 22481 22485 22486 22490 22491 22495 22496 22500 22501 22505 22506 22510 22511 22515 22516 22520 22521 22525 22526 22530 22531 22535 22536 22540 22541 22545 22546 22550 22551 22555 22556 22560 22561 22565 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 Sec 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shear1k1 z Shearfkl 4.617 .002 .075 4.457 .002 .075 4.493 .007 .023 4.333 .007 .023 .011 .084 4.586 4.426 .011 .084 4.71 .007 .136 4.55 .007 .136 .763 .008 .003 .667 .008 .003 .598 .001 .065 .502 .001 .065 .722 .005 .015 .626 -.005 .015 .887 .001 .084 .791 .001 .084 1.732 .003 .022 1.508 .003 .022 8.662 .016 .155 8.47 .016 .155 8.662 .016 .155 8.47 .016 .155 8.662 .016 .155 8.47 .016 .155 .003 .061 3.728 3.536 .003 .061 1 .485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 .003 .019 1.293 3.728 .003 .061 3.536 .003 .061 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 3.728 .003 .061 3.536 .003 .061 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 1.485 .003 .019 1.293 .003 .019 3.728 -.003 .061 3.536 -.003 .061 Torauefk ftl v v Momentfk...z z Momentfk... .004 .065 .028 7 .004 .611 .046 .018 .031 .024 .018 .18 .083 .024 .075 .02 .024 .682 .123 .046 .108 .024 .046 1.113 .086 .012 .002 .023 -.012 .029 .046 .041 .043 .017 .041 .546 .004 .015 .015 .012 015 .123 .057 .044 .06 .018 .044 .698 .008 004 .02 .041 .004 .178 .014 .027 136 .024 027 1.261 .17 .027 -.136 .024 .027 1.261 .17 .027 .136 .024 .027 1.261 .17 .011 .054 .031 .011 .499 .061 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .011 .054 .031 .011 .499 .061 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 :003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .011 .054 .031 .011 .499 .061 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .003 .017 .035 .003 .152 .012 .011 .054 .031 .011 .499 .061 RISA -3D Version 8.0.3 ETA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 216 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 22566 50 22570 22571 51 22575 22576 52 22580 22581 53 22585 22586 54 22590 22591 55 22595 22596 56 22600 22601 57 22605 22606 58 22610 22611 59 22615 226161 60 226201 22621 61 22625 22626 62 22630 22631 63 22635 22636 64 22640 22641 65 22645 22646 66 22650 22651 67 22655 22656 68 22660 22661 69 22665 22666 70 22670 22671 71 22675 22676 72 22680 22681 1 22685 22686 2 22690 22691 3 22695 22696 4 22700 22701 5 22705 Member Label M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M64 M65 M65 M65 M65 M65 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 9 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.728 3.536 3.756 3.564 3.521 3.329 3.699 3.507 3.934 3.742 1.113 .969 1.113 .969 1.113 .969 1.113 .969 1.142 .998 .907 .763 1.085 .941 1.32 1.176 0 0 1.058 .898 4.877 4.717 1.058 .898 1.058 .898 v Shearfkl .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .006 .006 .003 .003 .012 .012 .004 .004 .002 .002 _002 .002 .002 .002 .002 .002 .011 .011 .002 .002 .007 .007 .002 .002 0 0 0 0 0 0 0 0 0 0 z Shearfkl .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .061 .053 .053 .045 .045 .07 .07 .168 .168 .014 .014 .014 .014 .014 .014 .014 .014 .006 .006 :093 .093 .023 .023 .121 .121 0 0 .007 .007 .027 .027 .007 .007 .007 .007 Torauefk ftl v v Momentfk...z z Momentfk... .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 011 .011 .011 .011 .011 .008 .008 .05 .05 .029 .029 .071 .071 .002 .002 .002 .002 .002 .002 .002 .002 .017 .017 .058 .058 .021 .021 .063 .063 0 0 0 0 0 0 0 0 0 0 .054 .499 .054 .499 .054 .499 .054 .499 .054 .499 .054 .499 -.054 .499 .054 .499 .054 .499 .054 .499 .054 .499 .045 .431 .02 .39 .063 .566 .127 1.387 .013 .114 .013 .114 .013 .114 .013 .114 .003 .046 .061 .774 .022 .182 -:086 1.002 0 0 .046 .018 .099 .143 .046 .018 .046 .018 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .031 .061 .039 .012 .031 .058 .024 .135 .032 .064 .026 .009 .026 .009 .026 .009 .026 .009 .034 .065 .026 .006 .018 .082 .027 .012 0 0 .001 .006 0 .007 .001 .006 .001 .006 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 217 1 Member Section Forces (Continued) 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 22706 22710 22711 22715 22716 22720 22721 22725 22726 22730 22731 22735 22736 122740 122741 22745 22746 22750 22751 22755 22756 22760 22761 22765 22766 22770 22771 22775 22776 22780 22781 22785 22786 22790 22791 22795 22796 22800 22801 22805 22806 22810 22811 22815 22816 22820 22821 22825 22826 22830 22831 22835 22836 22840 22841 22845 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 Sec 1 I 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.058 .898 3.922 3.762 3.922 3.762 3.922 3.762 1.062 .902 1.018 .858 1.054 .894 1.097 .937 3.925 3.765 3.893 3.733 3.919 3.759 3.952 3.792 3.925 3.765 3.893 3.733 3.919 3.759 3.952 3.792 3.925 3.765 3.893 3.733 3.919 3.759 3.952 3.792 .639 .543 .595 .499 .631 .535 .674 .578 1.481 1.257 7.3R 7.188 7.38 7.188 7.1R 7.188 v Shearfkl_ z Shearfk] Torauefk ftl v v Momentfk...z z Momentrk O .007 I 0 .046 .001 1 O .007 0 .018 .006 0 .022 0 .086 0 0 .022 0 .11. .007 0 .022 0 .086 0 0 .022 0 .112 .007 O .022 0 .086 0 0 .022 0 .112 .007 .007 .007 .001 .047 .009 .007 .007 .001 .019 .054 0 .035 .005 .015 .001 0 .035 .005 .3 .005 .005 .007 .002 .045 .007 .005 .007 .002 .016 _042 O .049 .006 .107 0 0 .049 .006 .335 .006 .005 .022 .001 .086 .007 .005 .022 .001 .113 .043 0 .01 .004 .04 .001 0 .01 _O04 .126 .006 .004 .022 .001 .085 .005 .004 .022 .001 .111 .029 0 .054 .004 .132 0 0 .054 .004 .35 .007 .005 .022 .001 .086 .007 .005 .022 .001 .113 -.043 0 .01 .004 .04 .001 O .01 .004 -.126 .006 .004 .022 .001 .085 .005 .004 .022 .001 .111 .029 0 .054 .004 .132 0 O .054 .004 .35 .007 .005 .022 .001 .086 .007 .005 .022 .001 .113 .043 0 .01 .004 .04 .001 0 .01 .004 .126 .006 .004 .022 .001 .085 .005 -.004 .022 .001 .111 .029 0 .054 .004 .132 0 0 .054 .004 .35 .007 .007 .005 .001 .028 .009 .007 .005 .001 .012 .052 0 .038 .005 .034 0 0 .038 .005 .307 .003 .006 .004 -.002 .027 .007 .006 .004 .002 .009 .044 0 .046 .006 .089 0 0 .046 .006 .328 .004 .001 .01 0 .064 .001 .001 .01 0 .025 .008 .001 .04 0 .141 .001 .001 .04 0 .222 .008 .001 .04 0 .141 .001 .001 .04 0 .222 -.008 .001 .04 0 .141 001 .001 .04 0 .222 -.008 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 218 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 228461 34 228501 228511 35 228551 22856 36 22860 22861 37 22865 22866 38 22870 22871 39 22875 22876 40 22880 22881 41 22885 22886 42 22890 22891 43 22895 22896 44 22900 22901 45 22905 22906 46 22910 22911 47 22915 22916 48 22920 22921 49 22925 22926 50 22930 22931 51 22935 22936 52 22940 22941 53 22945 22946 54 22950 22951 55 22955 22956 56 22960 22961 57 22965 22966 58 22970 22971 59 22975 22976 60 22980 22981 61 22985 Member Label M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 3.179 2.987 1.269 1.077 1.269 1.077 1.269 1.077 1.269 1.077 3.179 2.987 1.269 1.077 1.269 1.077 1.269 1.077 1.269 1.077 3.179 2.987 1.269 1.077 1.269 1.077 1.269 1.077 1.269 1.077 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.179 2.987 3.185 2.993 v Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :01 .01 z Shearfkl .018 .018 .009 .009 .009 .009 .009 .009 .009 .009 .018 .018 .009 .009 .009 .009 .009 .009 .009 .009 .018 .018 .009 .009 .009 .009 .009 .009 .009 .009 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .018 .019 .019 Torouelk -ftl v -v Momentfk.. z -z Momentfk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 .082 .084 .055 .021 .055 .021 .055 .021 .055 .021 .082 .084 .055 .021 .055 .021 .055 .021 .055 .021 .082 084 .055 .021 -.055 .021 -.055 .021 .055 021 .082 084 .082 .084 .082 .084 .082 .084 .082 .084 .082 084 .082 .084 .082 .084 .082 .084 .082 .084 .082 .084 .082 .084 .083 .086 .001 .008 .001 .007 .001 .007 .001 .007 .001 .007 .001 .008 .001 .007 .001 .007 .001 007 .001 .007 .001 .008 .001 .007 .001 .007 .001 .007 .001 .007 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .001 .008 .013 -.076 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 219 1 Member Section Forces (Continued) 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 22986 22990 22991 22995 22996 23000 23001 23005 23006 23010 23011 23015 23016 23020 23021 23025 23026 23030 23031 23035 23036 23040 23041 23045 23046 23050 23051 23055 23056 23060 23061 23065 23066 23070 23071 23075 23076 23080 23081 23085 23086 23090 23091 23095 23096 23100 23101 23105 23106 23110 23111 23115 23116 23120 23121 23125 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M65 M66 M66 M66 M66 MR6 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 Sep 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial 1(<1_ 3.123 2.931 3.173 2.981 3.235 3.043 .952 .808 .952 .808 .952 .808 .952 .808 .958 .814 .896 .752 .946 .802 1.008 .864 0 0 .75 .59 5.164 5.004 .75 .59 .75 .59 .75 .59 4.06 3.9 4.06 3.9 4.06 3.9 .68 .52 .64 .48 .82 .66 .86 .7 4.008 3.848 3.978 3.818 4.113 3.953 4.143 3.983 v Shearfkl 0 0 .008 .008 .001 .001 0 0 0 0 0 0 0 0 .01 .01 0 0 .008 .008 0 0 0 0 .003 .003 .009 .009 .003 .003 .003 .003 -.003 .003 .006 .006 .006 .006 .006 .006 .003 .003 .003 .003 .008 .008 .002 .002 .01 .01 .006 .006 .002 .002 .006 .006 z Shearfkl Torauelk ft] v v Momentfk...z z Momentfk... .042 I .008 .006 .001 -.042 I .008 .37 .007 .018 I .002 .081 .01 .018 .002 .082 .061 .079 .008 .169 .001 .079 .008 .538 .008 .006 0 .041 0 .006 0 .016 .005 .006 0 .041 0 .006 0 .016 .005 .006 0 .041 0 .006 0 .016 .005 .006 0 .041 0 .006 0 .016 .005 .007 .002 .042 .012 .007 .002 .018 .074 .054 .008 .046 .001 .054 .008 .438 .005 .006 .003 .04 .01 .00R .003 .014 .063 .067 .009 .129 0 .067 .009 .47 .006 0 0 0 0 0 0 0 0 .004 0 .003 .028 .004 0 -.032 -.005 .076 .012 .067 .021 .076 .012 .614 .104 .004 0 .003 .028 .004 0 -.032 .005 .004 0 .003 .028 .004 0 .032 .005 .004 0 .003 .028 .004 0 .032 .005 .056 .009 .049 .023 .056 .009 .453 -.079 .056_ .009 .049 .023 .056 .009 .453 .079 .056 .009 .049 .023 .056 .009 .453 .079 .006 .009 .003 .021 .006 -.009 .054 .047 .1 .056 .069 .028 .1 .056 .834 .003 .001 .01 .003 .036 .001 .01 .01 .037 .093 .055 .063 .029 .093 .055 .77 .007 .054 .016 .049 .017 .054 .016 .436 .111 .017 .033 0 .023 -.017 .033 -.149 -.077 .058 .002 .05 -.029 .058 .002 .47 .047 .128 .051 -.099 I -.023 .128 .051 1.054 I .081 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat:r3d] Page 220 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 23126 18 23130 23131 19 23135 23136 20 23140 23141 21 23145 23146 22 23150 23151 23 23155 23156 24 23160 23161 25 23165 23166 26 23170 23171 27 23175 23176 28 23180 23181 29 23185 23186 30 23190 23191 31 23195 23196 32 23200 23201 33 23205 23206 34 23210 23211 35 23215 23216 36 23220 23221 37 23225 23226 38 23230 23231 39 23235 23236 40 23240 23241 41 23245 23246 42 23250 23251 43 23255 23256 44 23260 23261 45 23265 Member Label Sec M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 Axialfkl 4.008 3.848 3.978 3.818 4.113 3.953 4.143 3.983 4.008 3.848 3.978 3.818 4.113 3.953 4.143 3.983 .38 .284 .34 .244 .52 .424 .56 .464 1.05 .826 7.962 7.77 7.962 7.77 7.962 7.77 3.107 2.915 .9 .708 .9 .708 .9 .708 .9 .708 3.107 2.915 .9 .708 .9 .708 .9 .708 .9 .708 3.107 2.915 .9 .708 v Shearfkl .01 .01 .006 .006 .002 .002 .006 .006 .01 .01 .006 .006 .002 .002 .006 .006 .004 .004 .002 .002 .007 .007 .001 .001 .004 .004 .016 .016 .016 .016 .016 .016 .003 .003 .003 .003 -.003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 z Shearfkl .054 .054 .017 .017 .058 .058 .128 .128 .054 .054 .017 .017 .058 .058 .128 .128 .005 .005 .099 .099 0 0 .094 .094 .005 .005 .123 .123 .123 .123 .123 .123 .035 .035 .005 .005 .005 .005 .005 .005 .005 .005 .035 .035 .005 .005 .005 .005 .005 .005 .005 .005 .035 .035 -.005 -.005 Torauefk ftl .016 .016 .033 .033 .002 .002 .051 .051 .016 .016 .033 .033 .002 .002 .051 .051 .009 .009 .056 .056 .009 .009 .056 .056 0 0 .02 .02 .02 .02 -.02 .02 .006 .006 0 0 0 0 0 0 0 0 .006 .006 0 0 0 0 0 0 0 0 .006 .006 0 0 v v Momentfk...z z Momentfk... .049 .436 0 .149 .05 .47 .099 1.054 .049 .436 0 .149 .05 .47 .099 1.054 .002 .042 .068 .821 .001 .003 .064 .783 .004 .045 .108 .996 .108 .996 .108 .996 .031 .285 .004 .038 .004 .038 .004 .038 .004 .038 .031 .285 .004 .038 .004 .038 .004 .038 .004 .038 .031 .285 .004 .038 .017 .111 .023 .077 .029 .047 .023 .081 .017 .111 .023 .077 .029 .047 .023 .081 .01 .045 .017 0 .024 .039 .017 .005 .04 .007 .023 .164 .023 .164 .023 .164 .03 .055 .034 .006 :034 .006 .034 -.006 .034 .006 .03 .055 .034 006 .034 .006 .034 .006 .034 .006 .03 .055 .034 .006 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 221 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 232661 46 232701 232711 47 23275 23276 48 23280 23281 49 23285 23286 50 23290 23291 51 23295 23296 52 23300 23301 53 23305 23306 54 23310 23311 55 23315 23316 56 23320 23321 57 23325 23326 58 23330 23331 59 23335 23336 60 23340 23341 61 23345 23346 62 23350 23351 63 23355 23356 64 23360 23361 65 23365 23366 66 23370 23371 67 23375 23376 68 23380 23381 69 23385 23386 70 23390 23391 71 23395 23396 72 23400 23401 1 23405 Member Label M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M66 M67 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl v Shearfkl z Shearfkl .9 .003 .005 .708 -.003 .005 .9 .003 .005 .708 .003 .005 .9 .003 .005 .708 .003 .005 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.107 .003 .035 2.915 .003 .035 3.007 .011 .032 2.815 .011 .032 2.95 .002 .103 2.758 .002 .103 3.207 .005 .039 3.015 .005 .039 3.264 .003 .173 3.072 .003 .173 .675 .002 .003 .531 .002 .003 .675 -.002 .003 .531 .002 .003 .675 .002 .003 .531 .002 .003 .675 .002 .003 .531 .002 .003 .575 .006 .007 .431 .006 .007 .518 .003 .141 .374 .003 .141 .775 .01 0 .631 .01 0 .832 -.002 .134 .688 -.002 .134 0 0 0 0 0 0 Torn uefk -ftl 0 0 0 0 0 0 .006 .006 .006 .006 .006 .006 .006 .006 -.006 .006 .006 .006 .006 .006 .006 .006 .006 .006 -.006 :006 .006 .006 .006 :006 .019 .019 .074 .074 .007 .007 .086 .086 0 0 0 0 0 0 0 0 .013 .013 .08 .08 .014 .014 .079 .079 0 0 v v Momentfk...z z Momentfk... .004 .034 .038 .006 .004 .034 .038 .006 .004 .034 .038 .006 .031 .03 .285 .055 .031 -.03 .285 .055 .031 .03 .285 .055 .031 .03 .285 .055 .031 .03 .285 .055 .031 .03 .285 .055 .031 .03 .285 .055 .031 .03 .285 .055 .031 .03 .285 .055 .031 -.03 .285 .055 .031 .03 .285 .055 .031 -.03 .285 .055 .031 .02 .253 .116 .063 .03 .861 .052 .032 .041 .317 .005 .126 .031 1.431 .058 .003 .025 .029 .004 .003 .025 .029 .004 .003 .025 .029 .004 .003 .025 .029 .004 .003 .015 .061 .065 .097 -.025 1.175 .001 .002 -.036 .003 .056 .092 .026 1.117 .007 0 0 0 0 RISA 30 Version 8.0 3 [T•\. X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 222 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 23406 23410 23411 23415 23416 23420 23421 23425 23426 23430 23431 23435 23436 23440 23441 23445 23446 23450 23451 23455 23456 23460 23461 23465 23466 23470 23471 23475 23476 23480 23481 23485 23486 23490 23491 23495 23496 23500 23501 23505 23506 23510 23511 23515 23516 23520 23521 23525 23526 23530 23531 123535 23536 23540 23541 123545 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 RISA -3D Version 8.0 3 Sec Axialfkl 1 .46 5 .3 1 1.096 5 .936 1 .46 5 .3 1 .46 5 .3 1 .46 5 .3 1 .937 5 .777 1 .937 5 .777 1 .937 5 .777 1 .46 5 .3 1 .438 5 .278 1 .46 5 .3 1 .481 5 .321 1 .937 5 .777 1 .921 5 .761 1 .937 5 .777 1 .953 5 .793 1 .937 5 .777 1 .921 5 .761 1 .937 5 .777 1 .953 5 .793 1 .937 5 .777 1 I .921 5 .761 1 I .937 5 I' .777 1 I .953 5 .793 1 .276 5 .18 1 .254 5 .158 1 .276 5 .18 1 .297 5 .201 v Shearfkl .005 .005 .01 .01 .005 .005 .005 .005 .005 .005 .008 .008 .008 .008 .008 .008 .01 .01 .008 .008 0 0 .003 .003 .012 .012 .01 .01 .005 .005 .007 .007 .012 .012 .01 .01 .005 .005 .007 .007 .012 .012 .01 .01 .005 .005 .007 .007 .008 .008 .005 .005. .002 .002 .001 .001 z Shearfkl .009 .009 .013 .013 .009 .009 .009 .009 .009 .009 .012 .012 .012 .012 .012 .012 .008 .008 .01 .01 .009 .009 .027 .027 .011 .011 .002 .002 .012 .012 .026 .026 .011 .011 .002 .002 .012 .012 .026 .026 .011 .011 .002 .002 .012 .012 .026 .026 .004 .004 .014 .014 .006 .006 .024 .024 Torauefk ftl y v Momentfk...z z 0 0 .006 .006 0 0 0 0 0 0 .005 .005 .005 .005 .005 .005 .007 .007 .006 .006 .008 .008 .005 .005 .01 .01 0 0 0 0 .009 .009 .01 .01 0 0 0 0 .009 .009 .01 .01 0 0 0 0 .009 .009 .007 .007 .006 .006 .008 .008 -.006 .006 .044 .033 .05 .063 .044 .033 .044 .033 .044 .033 .049 .056 .049 .056 .049 .056 .041 .029 .014 .105 .048 .037 .075 .171 .046 .052 .026 .048 .051 .059 .071 .159 -.046 .052 .026 .048 .051 .059 .071 .159 .046 .052 .026 .048 .051 .059 .071 .159 .023 .015 .004 .118 .03 .024 -.057 .158 Momentfk.. .029 .019 .032 .053 .029 .019 .029 .019 .029 .019 .032 .045 .032 .045 .032 .045 .035 .057 .043 .024 .023 .018 .015 .014 .036 .073 .042 .049 .027 .017 .021 .041 .036 .073 .042 .049 .027 .017 .021 .041 .036 .073 .042 .049 .027 .017 .021 .041 .024 .049 .032 .016 .011 .026 .003 .007 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 223 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 23546 23550 23551 23555 23556 23560 23561 23565 23566 23570 23571 23575 23576 23580 23581 23585 23586 23590 23591 23595 23596 23600 23601 23605 23606 23610 23611 23615 23616 23620 23621 23625 23626 23630 23631 23635 23636 23640 23641 23645 23646 23650 23651 23655 23656 23660 23661 23665 23666 23670 23671 23675 23676 23680 23681 23685 LC Member Label 30 1 M67 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I Axialfkl .644 .42 1.569 1.377 1.569 1.377 1.569 1.377 .87 .678 .552 .36 .552 .36 .552 .36 .552 .36 .87 .678 .552 .36 .552 .36 .552 .36 .552 .36 .87 .678 .552 .36 .552 .36 .552 .36 .552 .36 .87 .678 .87 .678 .87 .678 .87 .678 .87 .678 .87 .678 .87 .678 .87 .678 .87 .678 v Shearfkl .007 .007 .013 .013 .013 .013 .013 .013 .009 .009 .006 .006 .006 .006 .006 .006 .006 .006 .009 .009 .006 .006 .006 .006 .006 .006 .006 .006 .009 .009 .006 .006 .006 .006 .006 .006 .006 .006 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 z Shearfkl .012 .012 .017 .017 .017 .017 .017 .017 .012 .012 .01 .01 .01 .01 .01 .01 .01 .01 .012 .012 .01 .01 .01 .01 .01 .01 .01 .01 .012 .012 .01 .01 .01 .01 .01 .01 .01 .01 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 Torauefk -ftl 0 0 .01 .01 .01 .01 .01 .01 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .003 .003 ..003 .003 .003 .003 .003 .003 .003 .003 .003 -.003 v v Momentfk...z z Momentfk... .062 .046 .062 .088 .062 .088 .062 .088 .056 .055 .053 .04 .053 .04 .053 .04 .053 .04 .056 .055 .053 .04 .053 .04 .053 .04 .053 .04 .056 .055 .053 .04 .053 .04 .053 .04 .053 .04 .056 .055 .056 .055 .056 .055 -.056 055 .056 .055 .056 .055 .056 .055 .056 .055 .056 .055 .041 .027 .04 .078 .04 .078 .04 .078 .036 .04 .035 .023 .035 .023 .035 .023 .035 .023 .036 .04 .035 .023 .035 .023 .035 .023 .035 .023 .036 .04 .035 .023 .035 .023 .035 .023 .035 -.023 .036 .04 .036 .04 .036 .04 .036 .04 .036 .04 .036 .04 .036 .04 .036 .04 .036 .04 RISA 3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 224 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces LC 58 23686 23690 23691 23695 23696 23700 23701 23705 23706 23710 23711 23715 23716 23720 23721 23725 23726 23730 23731 23735 23736 23740 23741 23745 23746 23750 23751 23755 23756 23760 23761 23765 23766 23770 23771 23775 23776 23780 23781 23785 23786 23790 23791 23795 23796 23800 23801 23805 23806 23810 23811 23815 23816 23820 23821 23825 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M67 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 (Continued) Sec Axialfkl y Shearfkl z Shearfkl Torauefk -ftl v -v Momentfk...z -z Momentfk... 1 .87 .009 .012 .003 .056 .036 5 .678 .009 .012 .003 .055 .04 1 .87 .009 .012 .003 .056 .036 5 .678 .009 .012 .003 .055 .04 1 .87 .009 .012 .003 .056 .036 5 .678 .009 .012 .003 .055 .04 1 .87 .015 .011 .013 .051 .045 5 .678 .015 .011 013 .048 .094 1 .839 .012 .014 .005 .013 .057 5 .647 .012 .014 .005 .142 .047 1 .869 .002 .014 .007 .061 .028 5 .677 .002 .014 .007 .061 .013 1 .9 .005 .039 .011 .099 .016 5 .708 .005 .039 -.011 .252 .033 1 .414 .005 .008 0 .04 .026 5 .27 .005 .008 0 .03 .017 1 .414 .005 .008 0 .04 .026 5 .27 .005 .008 0 .03 .017 1 .414 .005 008 0 .04 .026 5 .27 .005 .008 0 .03 .017 1 .414 .005 .008 0 .04 .026 5 .77 .005 .008 0 .03 .017 1 .414 .012 .006 .01 :035 .035 5 .27 .012 .006 .01 .023. .071 1 .383 .008 .019 .009 .003 .047 5 .2_ 39 .008 .019 .009 .167 .024 1 .414 .002 .009 .011 .045 .017 5 .27 .002 .009 .011 .036 .036 1 .444 .002 .034 .008 .083 .005 5 .3 .002 :034 -.008 .727 .01 1 0 0 0 0 0 0 5 0 0 0 0 0 0 1 .007 .071 .003 0 .006 .02 5 .007 .235 .003 0 .005 .26 1 .002 .25 .003 .009 .027 .065 5 .002 1.172 .003 .009 .014- 1.917 1 .007 .071 .003 0 .006 .02 5 .007 .235 .003 0 .005 .26 1 .007 .071 .003 0 .006 .02 5 .007 .235 .003 0 .005 .26 1 .007 .071 .003 0 .006 .02 5 .007 .235 .003 0 .005 .26 1 .003 .705 .002 .007 .019 .053 5 .003 .938 .002 .007 .012 1 1 .003 .205 .002 .007 .019 .053 5 .003 .938 .002 .007 .012 1 1 .003 .205 .002 .007 .019 .053 5 .003 .938 .002 .007 .012 1 1 1.82 .048 .067 .002 .287 -.056 5 1.82 .259 .067 .002 .001 .284 1 .149 .079 .182 .025 .681 .023 5 .149 .227 .182 .025 .093 .229 1 1.807 .095 .062 .002 .276 .096 5 1.807 .212 .062 .002 .012 .236 1 .135 .063 .177 .025 .67 .017 5 .135 .243 .17 .025 .082 .291 RISA -3D Version 8 0 3 [T \Calcs Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 225 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By' Member Section Forces (Continued) LC 23826 14 23830 23831 15 23835 23836 16 23840 23841 17 23845 23846 18 23850 23851 19 23855 23856 20 23860 23861 21 23865 23866 22 23870 23871 23 23875 23876 24 23880 23881 25 23885 23886 26 23890 23891 27 238951 23896 28 23900 23901 29 23905 23906 30 23910 23911 31 23915 23916 32 23920 23921 33 23925 23926 34 23930 23931 35 23935 23936 36 23940 23941 37 23945 23946 38 23950 23951 39 23955 23956 40 23960 23961 41 23965 Member Label M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68. M68 M68 M68 M68 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... 1.363 1 .187 .047 -.008 .192 .004 7 1.363 I .956 .047 .008 .007 1.018 .11 .211 .133 .026 .488 .056 .11 .932 .133 .026 .077 .977 -1.357 .223 .05 .005 .23 .11 1.357 .921 .05 .005 .016 .982 .103 .199 .136 .012 .526 .051 .103 .944 .136 .012 .054 1.023 1.363 .187 .047 .008 .192 .004 1.363 .956 .047 .008 .007 1.018 .11 .211 .133 .028_ .488 .056 .11 .932 .133 -.026 .077 .977 1.357 .223 .05 .005 .23 .11 1.357 .921 .05 .005 .016 .982 .103 .199 .136 .012 .526 .051 .103 .944 .136 .01? .054 1.023 1.363 .187 .047 .008 .192 -.004 1.363 .956 .047 .008 .007 1.018 .11 .211 .133 .026 .488 .056 .11 .932 .133 .026 .077 .977 1.357 .223 .05 .005 .23 .11 1.357 .921 .05 .005 .016 .982 .103 .199 .136 .01?_ .526 .051 .103 .944 .136 .012 .054 1.023 1.817 .019 .066 .002 .285 .064 1.817 .165 .066 .002 .003 .18 146 .051 .181 .025 .679 .015 .146 .133 .181 .025 .09 .125 1.809 .066 .063 .002 .278 .088 -.118 .063 .002 .009 .132 1.809 .138 .035 .178 .075 .672 .009 .138 .149 .178 .025 .084 .187 .009 .1 .004 0 .008 .028 .009 .329 .004 0 .007 .364 0 .371 .006 .014 .046 .095 0 1.782 .006 .014 .02 1.89 O .371 .006 .014 .046 .095 O -1.782 .006 -.014 .02 1.89 0 .371 .006 .014 .046 .095 O 1.782 .006 .014 .02 1.89 .006 .175 0 .004 .01 .046 .006 .751 0 .004 .01 .805 .008 .086 .003 0 .007 .024 .008 .282 .003 0 .006 .312 .008 .086 .003 0 .007 .024 .008 -.282 .003 0 .006 .312 .008 .086 .003 0 .007 .024 .008 .282 .003 0 .006 .312 .008 .086 .003 0 .007 .024 .008 .282 .003 0 .006 .312 .006 .175 0. .004 .01 .046 .006 .751 0 -.004 .01 .805 .008 .086 -.003 0 .007 .024 .008 .282 .003 0 .006 .312 .008 .086 -.003 0 .007 .024 .008 .282 .003 0 .006 .312. RISA -3D Version 8.0.3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 226 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 1239661 42 23970 239711 43 X 23975 23976 44 23980 23981 45 23985 23986 46 23990 23991 47 23995 23996 48 24000 X 24001 49 24005 24006 50 124010 124011 51 24015 24016 52 24020 24021 53 24025 24026 54 24030 24031 55 24035 24036 56 24040 24041 57 24045 24046 58 24050 24051 59 24055 24056 60 24060 24061 61 24065 24066 62 24070 24071 63 24075 24076 64 24080 24081 65 24085 24086 66 24090 24091 67 24095 24096 68 24100 24101 69 24105 Member Label M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 M68 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .008 .008 .008 .008 .006 .006 .008 .008 .008 .008 .008 .008 .008 .008 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 2.596 2.596 ,208 .208 2.585 -2.585 .197 .197 .006 .006 .006 .006 .006 .006 .006 .006 2.597 2.597 .086 .282 .086 .282 .175 .751 .086 .282 .086 .282 .086 .282 .086 .282 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .175 .751 .141 .784 .186 .739 .208 .717 .163 .762 .064 .212 .064 .212 .064 .212 .064 .212 .031 .245 .003 .003 .003 .003 0 0 .003 .003 .003 .003 .003 .003 .003 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .093 -.093 .257 .257 .092 .092 .256 .256 .002 .002 .002 .002 .002 .002 .002 .002 .095 .095 Torauefk -ftl v -v Momentfk...z -z Momentfk.., O .0 O ,0 06 .312 .024 0 ,007 ,024 0 ,006 .312 .004 .01 .046 .004 .01 .805 O .007 .024 O .006 .312 O .007 .024 O .006 .312 0 .007 .024 0 .006 .312 0 .007 .024 O .006 .312 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 ,01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 -.004 _01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .004 .01 .046 .004 .01 .805 .007 .393 .062 .007 .001 .839 .04 .956 .051 .04 .135 .761 -.002 .412 .154 .002 .02 .771 .031 .975 .042 .031 .114 .85 0 .005 .018 0 .005 .234 0 005 .018 O .005 .234 0 ,005 .018 0 .005 .234 0 .005 .018 0 .005 .234 .003 .407 I .091 .003 .004 I .268 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 227 t 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 124106 24110 24111 24115 24116 24120 24121 24125 24126 24130 24131 24135 24136 24140 124141 124145 124146 24150 24151 24155 24156 24160 24161 24165 24166 24170 24171 24175 24176 24180 24181 24185 24186 24190 24191 24195 24196 24200 24201 24205 24206 24210 24211 24215 24216 24220 24221 24225 24226 24230 24231 24235 24236 2 4240 2 4241 2 4245 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M68 M68 M68 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 Sec Axialfkl v Shearfkl z Shearfkl 1 I .209 .076 .259 5 I .209 -.2 .259, 1 -2.585 .098 .09 5 2.585 .178 .09 1 .197 .053 .254 5 .197 .223 .254 1 0 0 0 5 0 0 0 1 .003 .259 0 5 .003 .354 0 1 .013 1.143 .011 5 .013 1.702 .011 1 .003 .259 0 5 .003 -.354 0 1 .003 .259 0 5 .003 .354 0 1 .003 .259 0 5 .003 .354 0 1 .01 .922 .008 5 .01 1.365 .008 1 .01 .922 .008 5 .01 1.365 .008 1 .01 .922 .008 5 .01 1.365 .008 1 .71 .251 .015 5 .71 .36 .015 1 .149 .266 .129 5 .149 .347 .129 1 .704 .265 .013 5 .704 .348 .013 1 143 .251 .131 5 .143 -.362 .131 1 .541 .917 .018 5 .541 1.369 .018 1 12 .927 .09 5 .12 1,359 .09 1 -.52 .926 .002 5 .52 1.36 .002 1 .099 .916 .106 5 .099 1.371 .106 1 .541 .917 .018 5 .541 1.369 .018 1 .12 .927 .09 5 .12 1.359 .09 1 .52 .926 .002 5 -.52 1.36 .002 1 .099 .916 .106 5 .099 1.371 .106 1 .541 .917 .018 5 .541 1.369 .018 1 .12 .927 .09 5 .12 1.359 .09 1 .52 .926 .002 5 .52 1.36 .002 1 .099 .916 .106 5 .099 1.371 .106 Torauefk ftl v v Momentrk.. .036 .036 .003 003 .036 .035 0 0 .002 .002 .01 .01 .002 .002 .002 002 .002 .002 .008 .008 .008 .008 .008 .008 .002 .002 .002 .002 .002 .002 .002 .002 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .97 .129 .397 .014 .96 .12 0 0 .004 .004 048 042 .004 004 .004 .004 004 .004 .037 .033 .037 .033 037 .033 .047 .076 .552 .549 039 .068 .56 556 .069 -.087 .38 .381 .004 .021 .454 .447 .069 087 38 .381 .004 021 .454 .447 069 087 .38 .381 .004 .021 .454 .447 z z Momentfk. .022 I .19 .126 .2 .013 .279 0 0 .18 .587 .772 3.149 .18 .587 .18 .587 .18 .587 .624 2.509 .624 2.509 .624 2.509 .153 .612 .219 .561 .207 .563 .141 .614 .604 2.527 .654 2.489 .644 2.49 .595 2.529 .604 2.527 .654 2.489 .644 2.49 .595 2.529 .604 2.527 .654 2.489 .644 2.49 .595 2.529 RISA -3D Version 8.0 3 [T X. X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 228 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 24246 26 24250 24251 27 24255 24256 28 24260 24261 29 24265 24266 30 24270 24271 31 24275 24276 32 24280 24281 33 24285 24286 34 24290 24291 35 24295 24296 36 24300 24301 37 24305 24306 38 24310 24311 39 24315 24316 40 24320 24321 41 24325 24326 42 24330 24331 43 24335 24336 44 24340 24341 45 24345 24346 46 24350 24351 47 24355 24356 48 24360 24361 49 24365 24366 50 24370 24371 51 24375 24376 52 24380 24381 53 24385 Member Label M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .709 .709 .148 .148 .705 .705 .145 .145 .004 .004 .019 .019 .019 .019 .019 .019 .009 .009 .004 .004 .004 .004 .004 .004 .004 .004 .009 .009 .004 .004 .004 .004 .004 .004 .004 .004 .009 .009 .004 .004 .004 .004 .004 .004 .004 .004 .009 .009 .009 .009 .009 .009 :009 .009 .009 :009 v Shearfkl .149 .219 .163 .205 .161 .207 .147 .22 .362 .496 1.725 2.581 1.725 2.581 1.725 2.581 .752 1.099 .31 .425 .31 .425 .31 .425 .31 .425 .752 1.099 .31 .425 .31 .425 .31 .425 .31 .425 .752 1.099 .31 -.425 .31 .425 .31 .425 .31 -.425 .752 1.099 .752. 1.099 .752 1.099 .752 1.099 .752 1.099- z Shearfkl .014 .014 .13 .13 .013 .013 .131 .131 .001 .001 .017 .017 .017 .017 .017 .017 .006 .006 .001 .001 .001 .001 .001 .001 .001 .001 .006 .006 .001 .001 .001 .001 .001 .001 .001 .001 .006 .006 .001 -.001 .001 .001 .001 .001 .001 .001 .006 .006 .006 .006 .006 .006 :006 .006 .006 .006 Torauefk -ftl .001 .001 0 0 0 0 .001 .001 .003 .003 .015 .015 .015 .015 .015 .015 .006 .006 .002 .002 .002 .002 .002 .002 .002 .002 .006 .006 .002 .002 .002 .002 .002 .002 .002 .002 .006 .006 .002 .002 .002 .002 .002 .002 .002 .002 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 v v Momentfk...z z Momentfk... .046 .074 .553 .55 .041 .07 .558 .554 .006 .005 .075 .066 .075 -.066 .075 .066 .027 024 .005 .004 .005 -.004 .005 .004 .005 .004 .027 .024 .005 .004 .005 .004 .005 .004 .005 .004 .027 .024 .005 .004 .005 .004 .005 .004 .005 .004 .027 .024 .027 .024 .027 .024 .027 .024 .027 .024 .081 .377 .147 .326 .135 .328 .069 .379 .252 .822 1.164 4.804 1.164 4.804 1.164 4.804 .512 1.986 .216 .705 .216 .705 .216 .705 .216 .705 .512 1.986 .216 .705 .216 .705 .216 .705 .216 .705 .512 1.986 .216 .705 .216 .705 .216 .705 .216 .705 .512 1.986 .512 1.986 .512 1.986 .512 1.986 .512 1.986 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 229 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 24386 24390 24391 24395 24396 24400 24401 24405 24406 24410 24411 24415 24416 24420 24421 24425 24426 24430 24431 24435 24436 24440 24441 24445 24446 24450 24451 24455 24456 24460 24461 24465 24466 24470 24471 24475 24476 24480 24481 24485 24486 24490 24491 24495 24496 24500 24501 24505 24506 24510 24511 24515 24516 24520 24521 24525 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M69 M70 M70 M70 M70 M70 M70 M70 M70 M70 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 009 1.018 1.018 .218 .218 1.001 1.001 .201 .201 .003 .003 .003 .003 .003 .003 .003 .003 1.013 1.013 .212 .212 1.007 1.007 .206 .206 0 0 .004 .004 .019 .019 .004 .004 .004 .004 .004 .004 .015 .015 .015 .015 .015 .015 y Shearrkl z Shearrkl .752 -1.099 .752 1.099 .752 1.099 .752 1.099 .752 1.099 .752 1.099 .752 1.099 .744 1.108 .763 1.088 .761 -1.09 .741 1.11 .233 .319 .233 .319 .243 .319 .233 .319 .224 .328 .244 .308 .241 .31 .222 .33 0 0 .339 .274 1.684 1.16 339 .274 .339 .274 .339 .274 1.348 .939 1.348 .939 1.340 .939 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 006 .025 .025 .18 .18 .013 .013 .192 .192 0 0 0 0 0 0 0 0 .02 .02 .185 .185 .019 .019 .187 .187 0 0 .001 -.001 .001 .001 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 Torauefk ftl v v Momentrk.. z z .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .002 .002 .002 .002 .002 002 002 .002 .002 002 001 .001 001 .001 002 002 0 0 0 0 .007 .007 0 0 0 0 0 0 .005 .005 -.005 .005 .005 .005 .027 .024 .027 .024 .027 .024 .027 .024 .027 .024 .027 .024 .027 .024 .089 .127 .767 .765 .035 .079 .821 .813 .004 .003 .004 .003 .004 .003 .004 .003 .066 106 79 .786 058 .1 .798 .792 0 0 .004 .005 .007 003 .004 005 .004 .005 .004 .005 .004 .001 -.004 .001 .004 .001 Momentrk... .512 1.986 I .512 1.986 I .512 1.986 .512 1.986 .512 1.986 .512 1.986 .512 1.986 .474 2.021 .568 1 947 .551 1.951 .456 2.024 .162 .529 .162 .529 .162 .529 .162 .529 .124 .563 218 .49 .2 .494 .106 .567 0 0 .58 303 3.14 .913 58 .303 .58 303 .58 303 2.5 .761 25 .761 2.5 .761 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 230 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 24526 24530 24531 24535 24536 24540 24541 24545 24546 24550 24551 24555 24556 24560 24561 24565 24566 24570 24571 24575 24576 24580 24581 24585 24586 24590 24591 24595 24596 24600 24601 24605 24606 24610 24611 24615 24616 24620 24621 24625 24626 24630 24631 24635 24636 24640 24641 24645 24646 24650 24651 24655 24656 24660 24661 24665 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 Sec Axialfkl v Shearf L_ 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 .745 .745 .17 .17 .738 .738 .163 .163 .571 .571 .14 .14 .541 .541 .11 .11 .571 .571 .14 .14 .541 .541 .11 .11 .571 .571 .14 .14 .541 .541 .11 .11 .744 .744 .169 .169 .739 .739 .164 .164 .005 .005 .028 .028 .028 .028 .028 .028 .012 .012 .005 .005 .005 .005 .005 .005 .33 .283 .332 .281 .348 .265 .346 .267 1.341 .946 1.343 .943 1.355 .932 1.353 .934 1.341 .946 1.343 .943 1.355 .932 1.353 .934 1.341 .946 1.343 .943 1.355 .932 1.353 .934 .194 .174 .197 .171 .213 -.155 .21 .158 .475 .384 2.559 1.747 2.559 1.747 2.559 1.747 1.079 .772 .407 .329 .407 -.329 .407 .329 z Shearfkl .037 -.037 .174 .174 .035 .035 .172 .172 -.027 .027 .129 .129 .028 .028 .131 .131 .027 .027 .129 .129 .028 .028 .131 .131 .027 .027 .129 .129 .028 .028 .131 .131 .037 .037 .174 .174 .036 .036 .173 .173 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .001 .001 .001 .001 .001 .001 Torauefk ftl v v MomentLk_.z z Momentfk_.. 0 0 0 0 0 0 0 0 .005 005 .005 .005 .006 006 .005 .005 .005 .005 .005 .005 .006 .006 .005 .005 .005 .005 .005 .005 006 .006 .005 .005 0 0 0 0 0 0 0 0 0 0 .012 .012 -.012 .012 .012 .012 -.003 .003 0 0 0 0 0 0 .168 .151 .714 .768 .159 .14 .706 .757 .118 .108 .528 .571 -.127 .11 .536 .573 .118 108 .528 .571 .127 .11 .536 .573 .118 .108 .528 .571 .127 .11 .536 .573 .166 .149 .712 .766 -.161 .142 .707 .76 .006 .007 .013 .007 .013 .007 .013 .007 0 -.002 .005 .006 .005 -.006 .005 .006 .541 .344 .554 .333 .618 .262 .605 .273 2.472 .792 2.481 .783 2.529 .73 2.52 .738 2.472 .792 2.481 .783 2.529 .73 2.52 .738 2.472 .792 2.481 .783 2.529 .73 2.52 .738 .309 .223 .322 .212 .386 .14 .373 .152 .811 .424 4.793 1.34 4.793 1.34 4.793 1.34 1.976 .669 .695 ..364 .695 .364 .695 .364 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 231 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 24666 24670 24671 24675 24676 24680 24681 24685 24686 24690 24691 24695 24696 24700 24701 24705 24706 24710 24711 24715 24716 24720 24721 24725 24726 24730 24731 24735 24736 24740 24741 24745 24746 24750 24751 24755 24756 24760 24761 24765 24766 24770 24771 24775 24776 24780 24781 24785 24786 24790 24791 24795 24796 24800 24801 24805 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 M70 Sec Axialfkl v Shearfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 z Shearfkl Tor auefk ft l v v Moment fk.. z z Momentfk... .005 .407 .001 I 0 .005 .695 .005 .329 .001 0 .006 .364 .012 1.079 0 003 0 1.976 .012 .772 0 003 .002 .669 .005 .407 .001 0 .005 .695 .005 .329 .001 0 .006 .364 _005 .407 .001 0 .005 .695 .005 .329 .001 0 .006 .364 .005 .407 .001 0 .005 .695 .005 .329 -.001 0 .006 .364 .005 .407 .001 0 .005 .695 .005 .329 .001 0 .006 .364 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .005 .407 .001 0 .005 .695 .005 .329 .001 0 .006 .364 .005 .407 .001 0 .005 .695 .005 .329 .001 0 .006 .364 .005 .407 .001 0 .005 .695 .005 .329 .001 0 .006 .364 .005 .407 -.001 0 .005 .695 .005 .329 -.001 0 .006 .364 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 012 .772 0 .003 .002 .669 .012 1.079 0 -.003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 .772 0 .003 .002 .669 .012 1.079 0 .003 0 1.976 .012 -.772 0 .003 .002 .669 1.071 1.066 .052 .003 .233 1.921 1.071 .785 .052 .003 .21 .728 .25 1.07 .248 .004 1.013 1.939 .25 .781 .248 .004 1.091 .712 1.047 1.093 .052 .004 .234 2.031 -1.047 .758 .052 .004 .206 .61 .226 1.089 .247 .003 1.014 2.013 226 .762 .247 .003 1.087 .626 .003 .305 0 0 .004 .522 .003 .247 0 0 .005 .273 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 232 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 24806 24810 24811 24815 24816 24820 24821 24825 24826 24830 24831 24835 24836 24840 24841 24845 24846 24850 24851 24855 24856 24860 24861 24865 24866 24870 24871 24875 24876 24880 24881 24885 24886 24890 24891 24895 24896 24900 24901 24905 24906 24910 24911 24915 24916 24920 24921 24925 24926 24930 24931 24935 24936 24940 24941 24945 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Member Label M70 M70 M70 M70 M70 M70 M70 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 -5 Axialfkl v Shearfkl z Shearfkl .003 .305 0 .003 .247 0 .003 .305 0 .003 .247 0 .003 .305 0 .003 .247 0 1.063 .292 .053 1.063 .26 .053 .241 .296 .248 .241 .256 .248 1.056 .319 .051 1.056 .233 .051 .234 .314 .246 .234 .237 .246 0 0 0 0 0 0 .007 .16 0 .007 .147 0 .011 .434 .004 .011 .988 .004 .007 .16 0 .007 .147 0 .007 .16 0 .007 .147 0 .007 .16 0 .007 .147 0 .01 .365 .003 .01 .778 .003 .01 .365 .003 .01 .778 .003 .01 .365 .003 .01 .778 .003 .791 .159 .04 .791 .148 .04 .13 .173 .224 .13 .133 .224 .778 .16 .041 -.778 -.146 .041 .117 .146 .223 .117 .16 .223 .598 .365 .027 .598 .779 .027 .103 .375 .171 .103 .768 .171 .578 .366 .033 .578 .777 .033 .083 .355 .165 .083 .788 .165 .598 .365 .027 .598 .779 -.027 .103 .375 .171 .103 .768 .171 .578 .366 .033 .578 .777 .033 .083 .355 .165 .083 .788 .165 Torauefk ftl v v Momentfk...z z Momentfk.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 002 .051 .051 .002 .002 002 .002 002 .002 .038 038 038 .038 .038 .038 .004 .004 .035 .035 0 0 .031 .031 .037 .037 .013 .013 .039 .039 .063 .063 .037 037 .013 .013 .039 .039 .063 .063 .004 .005 .004 .005 .004 .005 .217 .213 1.017 1.094 .23 .203 1.01 1.085 0 0 .003 0 001 .016 .003 0 .003 0 003 0 .002 012 .002 .012 .002 .012 .148 021 916 .038 .154 02 .91 039 .112 003 .686 .04 .115 .027 .683 .017 .112 003 .686 .04 .115 .027 683 .017 522 .273 .522 .273 .522 .273 .467 .332 .485 316 .576 .214 .59R .23 0 0 .299 .164 .809 1.208 .299 .164 .299 .164 .299 .164 .682 .947 .682 .947 .682 .947 .798 .166 .331 .139 .3 .162 .267 .19 .681 .949 .705 928 .683 .946 .658 .967 681 .949 .705 .928 :683 .946 .658 .967 RISA -3D Version 8.0 3 [T• 1: N. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 233 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 124946 124950 24951 24955 124956 124960 124961 24965 24966 24970 124971 124975 124976 24980 24981 24985 24986 24990 24991 24995 24996 25000 25001 25005 25006 25010 25011 25015 25016 25020 25021 25025 25026 25030 25031 25035 25036 25040 25041 25045 25046 25050 25051 25055 25056 25060 25061 125065 125066 25070 25071 25075 25076 25080 125081 125085 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl .598 I .365 .027 I .037 .598 I .779 .027 I .037 .103 .375 .171 .013 .103 -.768 .171 .013 -.578 .366 .033 .039 .578 .777 .033 .039 .083 .355 .165 .063 .083 .788 .165 .063 .788 .095 .04 .003 .788 .089 .04 .003 .128 .109 .224 .035 .128 .075 .224 .035 .78 .097 .041 0 .78 .087 -041 0 .12 .082 .223 .032 .12 .102 .223_ .032 .009 .271_ 0 -.003 .009 .206 0 .003 .015 .63 .006 .083 .015 1.523 .006 .083 .015 .63 -006 .083 .015 1 -523 .006 .083 .015 .63 .006 .083 .015 1.523 .006 .083 .01 .329 .002 .024 .01 .597 .002 .024 .008 .192 0 .003 .008 .176 0 .003 .008 .192 0 .003 .008 .176 0 .003 .008 .192 0 .003 .008 .176 0 .003 .008 .192 0 .003 .008 .176 0 .003 .01 .329 .002 .024 .01 .597 .002 .024 .008 .192 0 .003 .008 .176 0 .003 .008 .192 0 .003 .008 .176 0 -.003 .008 .192 0 .003 .008 -.176 0 .003 .008 .192 0 .003 .008 -.176 0 .003 .01 .329 .002 .024 .01 .597 .002 .024 .008 .192 0 .003 .008 .176 0 =.003 .008 .192 0 .003 .008 .176 0 .003 .008 .192 0 .003 .008 .176 0 .003 .008 .192 0 .003 .008 -.176 0 .003 .01 .329 .002 .024 .01 .597 .002 .024 v v Momentfk...z z .112 .003 .686 .04 .115 .027 .683 .017 .15 .02 .914 .038 .153 .02 .911 .039 .004 0 0 .025 0 .025 0 .025 .003 .008 .003 0 .003 0 .003 0 003 0 .003 .008 .003 0 .003 0 -.003 0 .003 0 .003 .008 .003 0 .003 0 .003 0 .003 0 .003 .008 Momentfk... .681 .949 .705 .928 .683 .946 .658 .967 .178 .101 .211 .073 .181 .097 .148 .124 .419 .23 1.175 1.868 1.175 1.868 1.175 1.868 .614 .719 .359 .197 .359 .197 .359 .197 .359 .197 .614 .719 .359 .197 .359 .197 .359 .197 .359 .197 .614 .719 .359 .197 .359 .197 .359 .197 .359 .197 .614 .719 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page -234 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 250861 50 250901 250911 51 25095 25096 52 251001 251011 53 251051 251061 54 251101 251111 55 251151 251161 56 251201 251211 57 251251 251261 58 251301 251311 59 251351 251361 60 251401 251411 61 251451 251461 62 251501 251511 63 251551 251561 64 251601 251611 65 251651 251661 66 251701 251711 67 251751 251761 68 251801 251811 69 251851 251861 70 1251901 1251911 71 1251951 1251961 72 1252001 252011 1 252051 1252061 2 1252101 1252111 3 252151 252161 4 1252201 1252211 5 1252251 Member Label M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M71 M72 M72 M72 M72 M72 Sec 1 5 1 5 1 5 1 5 1 5 1 5 M71 1 5 M71 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 I 5 1 Axialfkl .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 1.131 1.131 .187 .187 1.11 1.11 .167 .167 .006 .006 .006 .006 .006 .006 .006 .006 1.126 1.126 .183 .183 1.114 1.114 .171 .171 0 0 .005 .005 .002 .002 .005 .005 .005 .005 v Shearfkl .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .329 .597 .327 .598 .348 .578 .33 .596 .309 .616 .144 .132 .144 .132 .144 .132 .144 .132 .143 .133 .163 .113 .145 .131 .124 .151 0 0 .201 .105 1.048 .374 .201 .105 .201 .105 z Shearfkl .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .055 .055 .322 .322 .06 .06 .317 .317 0 0 0 0 0 0 0 0 .057 .057 .32 .32 .058 .058 .319 .319 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .022 .022 .023 .023 .027 .027 .072 .072 .002 .002 .002 .002 .002 .002 .002 .002 .005 .005 .049 .049 0 0 .046 .046 0 0 .011 .011 .067 .067 .011 .011 .011 .011 RISA -3D Version 8.0 3 [T Cafcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Torauefk ftl v v Momentrk...z z Momentfk... .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .003 .008 .213 .021 1.307 .062 .219 .036 1.301 .047 .003 0 .003 0 .003 0 .003 0 .213 .029 1.307 .054 .219 .028 1.301 .055 0 0 .004 .002 .02 .029 .004 .002 .004 .002 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .614 .719 .612 .722 .659 .682 .616 .716 .569 .756 .269 .148 .269 .148 .269 .148 .269 .148 .267 .151 .314 .111 .271 .145 .224 .185 0 0 .269 .172 1.315 .663 .269 .172 .269 .172 1 1 1 1 1 i Page 235 I 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 25226 25230 25231 25235 25236 25240 25241 25245 25246 25250 25251 25255 25256 25260 25261 25265 25266 25270 25271 25275 25276 25280 25281 25285 25286 25290 25291 25295 25296 25300 25301 25305 25306 25310 25311 25315 125316 125320 125321 125325 25326 25330 25331 25335 25336 25340 25341 25345 25346 25350 25351 25355 25356 25360 25361 25365 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 Sec Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk.. z z Momentfk... 1 .005 .201 .002 .011 .004 .269 5 .005 .105 .002 .011 .002 .172 1 .003 .836 .001 .053 .016 1.053 5 .003 .307 .001 .053 .021 .541 1 .003 .836 .001 .053 .016 1.053 5 .003 -.307 .001 .053 .021 .541 1 .003 .836 .001 .053 .016 1.053 5 .003 .307 .001 .053 .021 .541 1 .682 .19 .066 _01 .048 .247 5 .682 .116 .066 .01 -.234 .197 1 .119 .185 .181 .014 .05 .238 5 .119 .122 .181 .014 .718 I .213 1 .672 .213 .063 .012 .039 I .292 5 .672 .094 .063 -.012 .229 I .147 1 .109 .218 .178 .036 .042 .3 5 .109 .088 .178 .036 .714 I .131 1 .511 .828 -.047 .052 .048 I 1.037 5 .511 .315 .047 .052 .153 .559 1 .089 .823 .133 .034 .05 1.03 5 .089 .32 .133 .034 .516 .571 1 -.505 .844 .05 .054 .017 I 1.07 5 _505 .299 .05 .054 .195 I .522 1 .083 .849 .136 .072 .019 I 1.077 5 .083 .294 .136 .072 .558 I .51 1 .511 .828 .047 -.052 .048 I 1.037 5 .511 .315 .047 .052 .153 I .559 1 .089 .823. .133 .034 .05 I 1.03 5 .089 .32 .133 .034 .516 I .571 1 .505 .844 .05 .054 .017 I 1.07 5 .505 .299 .05 .054 .195 I .522 1 .083 .849 .136 .072 .019 I 1.077 5 .083 -.294 .136 .072 .558 I .51 1 .511 .828 .047 .052 .048 I 1.037 5 .511 .315 .047 .052 .153 I .559 1 .089 .823 .133 .034 .05 I 1.03 5 .089 .32 .133 .034 .516 .571 I 1 .505 .844 .05 .054 .017 1.07 5 .505 .299 .05 .054 .195 I .522 1 .083 .849 .136 .072 -.019 I 1.077 5 .083 .294 .136 .072 .558 I .51 1 .68 .11 -.066 .005 .046 I .139 5 .68 .074 086 .005 -.233 I .128 1 .117 .104 .18 .018 .049 I .131 5 .117 .08 .18 .018 .717 .144 1 .674 .132 .064 .008 .041 .184 5 .674 .052 .064 .008 .23 I .078 1 .111 .138 .178 .031 .044 .193 5 .111 .046 .178 .031 .715 .062 1 .007 .282 .002 .015 .006 I .377 5 .007 .147 -.002 .015 .003 I .241 1 .002 1.596 .004 .103 .03 I 1.996 5 .002 .557 .004 -.103 .047 I .993 1 .002 1.596 .004 -.103 .03 I 1.996 5 .002 .557 .004 _103 .047 I .993 1 .002 1.596 .004 .103 .03 I 1.996 5 .002 .557 .004 .103 .047 I .993 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 236 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 253661 34 253701 253711 35 25375 25376 36 25380 25381 37 25385 25386 38 25390 25391 39 25395 25396 40 25400 25401 41 25405 25406 42 25410 25411 43 25415 25416 44 25420 25421 45 25425 25426 46 25430 25431 47 25435 25436 48 25440 25441 49 25445 25446 50 25450 25451 51 25455 25456 52 25460 25461 53 25465 25466 54 25470 25471 55 25475 25476 56 25480 25481 57 25485 25486 58 25490 25491 59 25495 25496 60 25500 25501 61 25505 Member Label M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 Sec Axialfkl 1 .005 5 .005 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .005 5 .005 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .005 5 .005 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5 .005 1 .005 5_ .005 1 .005 5 .005 1 .971 5 .971 v Shearfkl z Shearfkl .665 I 0 .261 I 0 .242 .002 -.126 .002 .242 .002 .126 .002 .242 .002 .126 .002 .242 .002 .126 .002 .665 0 .261 0 .242 .002 .126 .002 .242 .002 .126 .002 .242 .002 .126 .002 .242 .002 .126 .002 .665 0 .261 0 .242 .002 .126 .002 .242 .002 .126 .002 .242 .002 .126 .002 .242 .002 .126 .002 .665 0 .261 0 .665 0 -.261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 .261 0 .665 0 -.261 0 .649 .092 .277 .092 Torauefk ftl v v Momentfk.. -z Momentfk.. .041 .041 .013 .013 .013 .013 .013 .013 .013 .013 .041 .041 .013 .013 .013 .013 .013 .013 .013 .013 .041 .041 .013 .013 .013 .013 .013 .013 .013 .013 .041 .041 .041 .041 .041 .041 .041 -.041 .041 .041 .041 041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .041 .04 -.04 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] .013 .013 .005 .003 .005 .003 .005 .003 .005 .003 .013 .013 .005 .003 .005 .003 .005 .003 .005 .003 .013 .013 .005 .003 .005 .003 .005 -.003 .005 .003 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .075 .318 846 .452 .323 .206 323 .206 .323 .206 .323 206 .846 .452 .323 .206 .323 .206 .323 206 .323 .206 .846 452 .323 .206 .323 .206 .323 .206 .323 .206 .846 .452 .846 .452 .846 .452 846 .452 .846 .452 .846 .452 .846 .452 .846 .452 .846 .452 ,846 .452 .846 452 .846 .452 .814 .487 Page 237 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 125506 25510 25511 25515 125516 25520 25521 125525 125526 125530 25531 25535 25536 25540 25541 25545 25546 25550 25551 25555 25556 125560 125561 125565 25566 25570 25571 25575 25576 25580 25581 25585 25586 25590 25591 25595 25596 25600 25601 25605 25606 25610 25611 25615 25616 25620 25621 25625 25626 25630 25631 25635 25636 25640 25641 25645 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M72 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 Sec 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl _168 I .641 .256 .006 .079 .802 .168 -.285 .256 .006 1.01 .51 .962 .681 .093 .043 .05 .878 .962 .245 .093 .043 .344 .417 .159 .689 .256 .077 .053 .89 .159 .237 .256 .077 1.036 .394 .004 .181 .001 .01 .004 .242 .004 .095 .001 .01 .002 .155 .004 .181 .001 .01. .004 .242 .004 .095 .001 .01 .002 .155 .004 .181 .001 .01 .004 .242 .004 .095 .001 .01 .002 .155 .004 .181 .001 .01 .004 .242 .004 -.095 .001 .01 .002 .155 .971 .165 .094 .008 .066 .21 .971 .11 .094 .008 .333 .19 .168 .157 .258 .026 .07 .198 .168 .119 .258 .026 1.025 .213 .963 .197 .091 .011 .059 .274 .963 .079 .091 .011 .329 .119 .159 .205 .255 -.045 .062 .287 -.159 .07 .255 .045 1.021 .097 0 0 0 0 0 0 0 0 0 0 0 0 .007 .213 .002 .002 .003 .165 .007 .094 .002 .002 .005 .019 .008 1.151 .004 .006 .015 1.153 .008 .271 .004 .006 0 .061 .007 .213 .002 .002 .003 .165 .007 .094 .002 .002 .005 .019 .007 .213 .002 .002 .003 .165 .007 .094 .002 .002 .005 .019 .007 .213 .002 .002 .003 .165 .007 .094 .002 .002 .005 .019 .008 .917 .003 .004 .012 .906 .008 .227 .003 .004 .002 .051 .008. .917 .003 .004 .012 .906 .008 .227 .003 .004 .002 .051 .008 .917 .003 .004 .012 .906 .008 .227 .003 .004 .002 .051 .015 .194 .038 .002 .002 .135 .015 .113 _038 .002 164 .07 .167 .206 .226 .034 .131 .138 .167 .101 .226 .034 .829 .023 .03 .232 .042 .002 -.005 .196 .03 .074 .042 .002 .174 .032 .152 .22 .222 .037 .125 .192 .152 .086 .222 .037 .818 .015 .009 .902 .027 .004 .011 .883 .009 .241 .027 .004 .125 I .089 .128 .911 .171 .031 .108 I .885 .128 .232 .171 .031 .619 .054 .025 .931 .033 I .004 .013 I .929 .025 -.212 .033 I .004 .128 I .012 .112 .922 .165 .022 .084 I .926 .112 .221 I .165 I -.022 .616 I .047 y v Momentfk_..z z Momentfk_.. RISA -30 Version 8.0 3 [T I. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 238 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 25646 25650 25651 25655 25656 25660 25661 25665 25666 25670 25671 25675 25676 25680 25681 25685 25686 25690 25691 25695 25696 25700 25701 25705 25706 25710 25711 25715 25716 25720 25721 125725 25726 25730 25731 25735 25736 25740 25741 25745 25746 25750 25751 25755 25756 25760 25761 25765 25766 25770 25771 25775 25776 25780 125781 125785 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 Sec Axialfkl v Shearfkl z Shear IN_ Torauefk ftl 1 .009 .902 .027 I .004 5 .009 .241 .027 I .004 1 .128 .911 .171 I .031 5 .128 .232 .171 .031 1 .025 .931 .033 .004 5 .025 .212 .033 .004 1 .112 .922 .165 .022 5 .112 .221 .165 .022 1 .009 .902 .027 .004 5 .009 .241 .027 .004 1 .128 .911 .171 .031 5 .128 .232 .171 .031 1 .025 .931 .033 .004 5 .025 -.212 .033 .004 1 .112 .922 .165 .022 5 .112 .221 .165 .022 1 .018 .109 .039 .001 5 .018 .075 .039 .001 1 .164 .12 .225 .034 5 .164 .063 .225 .034 1 .027 .147 .041 0 5 .027 .037 .041 0 1 .155 .135 ?3 .037 5 .155 .049 .223_ .037 1 .01 .298 .003 .003 5 .01 .131 .003 .003 1 .01 1.757 .005 .011 5 .01 .396 .005 .011 1 .01 1.757 .005 .011 5 .01 .396 .005 .011 1 .01 1.757 .005 .011 5 .01 .396 .005 .011 1 .009 .725 .003 .002 5 .009 .201 .003 .002 1 .009 .256 .002 .002 5 .009 .112 .002 .002 1 .009 .256 .002 -.002 5 .009 .112 .002 .002 1 .009 .256 .002 .002 5 .009 .112 .002 .002 1 .009 .256 .002 :002 5 .009 .112 .002 .002 1 .009 .725 .003 .002 5 .009 .201 .003 .002 1 .009 .256 .002 .002 5 .009 .112 .002 .002 1 .009 .256 .002 .002 5 .009 .112 .002 .002 1 .009 .256 .002 .002 5 .009 .112 .002 .002 1 .009 .256 .002 .002 5 .009 .11 .002 .002 1 .009 .725 .003 .002 5 .009. .201 .003 .002 1 .009 .256 .002 .002 5 .009 .112 .002 .002 v v Momentfk...z z Momentfk... .011 125 .108 .619 .013 .128 .084 .616 .011 .125 .108 .619 .013 .128 .084 .616 0 166 .13 .827 .003 .172 .126 .82 .004 .007 .023. .001 -.023 .001 .023 .001 .01 .004 .004 .006 .004 .006 .004 .006 .004 .006 .01 .004 .004 .006 .004 .006 .004 .006 .004 .006 .01 .004 .004 .006 .883 .089 .885 I .054 I .929 .012 .926 .047 .883 1 .089 .885 .054 .929 .012 .926 .047 .069 .062 .072 .016 .13 .04 .126 .007 .231 .026 1.778 .091 1.778 .091 1.778 .091 .692 .044 .198 .023 .198 .023 .198 .023 .198 .023 .692 .044 1 .198 .023 .198 .023 .198 .023 .198 .023 .692 .044 .198 .023 RISA -3D Version 8.0 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 239 1 t 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 257861 46 25790 25791 47 25795 25796 48 25800 25801 49 25805 25806 50 25810 25811 51 25815 25816 52 25820 25821 53 25825 25826 54 25830 25831 55 25835 25836 56 25840 25841 57 25845 25846 58 25850 25851 59 25855 25856 60 25860 25861 61 25865 25866 62 25870 25871 63 25875 25876 64 25880 25881 65 25885 25886 66 25890 25891 67 25895 25896 68 25900 25901 69 25905 25906 70 25910 25911 71 25915 25916 72 25920 25921 1 25925 Member Label Sec M73 I 1 5 M73 1 5 M73 1 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M73 M74 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .009 .009 .009 .009 009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .023 .023 237 .237 .041 .041 .219 .219 .006 .006 .006 .006 .006 .006 .006 .006 .026 .026 .234 .234 .039 .039 .222 .222 0 0 v Shearfkl z Shearfkl .256 I .002 .112 I .002 .256 I .002 .112 I .002 .256 I .002 .112 I .002 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 :003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .725 .003 .201 .003 .697 .054 .228 .054 .714 .323 .211 .323 .752 .061 .174 .061 .735 .317 .19 .317 .192 .002 .084 .002 .192 .002 .084 .002 .192 .002 .084 .002 .192 .002 .084 .002 .164 .055 .112 .055 .181 .322 .095 .322 .219 .059 .057 .059 .202 .318 -.074 .318 0 0 0 0 Torauefk ftl .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .052 .052 .002 .002 -.049 .049 .002 .002 .002 -.002 .002 .002 .002 .002 .002 .002 .049 .049 .001 .001 .052 .052 0. 0. v v Momentfk...z z Momentfk... .004 .006 .004 .006 .004 .006 .01 .004 .01 .004 .01 .004 .01 .004 .01 .004 .01 004 .01 .004 .01 .004 .01 .004 .01 .004 .01 .004 .01 .004 .008 .237 .192 1.18 .012 .75 .173 -1.173 .003 .005 -.003 .005 .003 .005 -.003 .005 0 .237 .185 1.181 .005 .246 .18 1.172 0 0 .198 .023 .198 .023 .198 .023 .692 .044 .692 .044 .692 .044 .692 .044 .692 .044 .692 044 .692 .044 .692 .044 .692 .044 .692 .044 .692 .044 .692 .044 .648 .117 .653 .05 .736 .029 .731 .038 .149 .017 .149 .017 .149 .017 .149 .017 .105 .09 .11 .023 .192 .056 .187 .011 0 0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 240 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 25926 25930 25931 25935 25936 25940 25941 25945 25946 25950 25951 25955 25956 25960 25961 25965 25966 25970 25971 25975 25976 25980 25981 25985 25986 25990 25991 25995 25996 26000 26001 26005 26006 26010 26011 26015 26016 26020 26021 26025 26026 26030 26031 26035 26036 26040 26041 26045 26046 26050 26051 26055 26056 26060 26061 26065 LC 21 31 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .386 .255 1.369 1.238 .386 .255 .386 .255 .386 .255 1.124 .992 1:124 .992 1.124 .992 .935 1.066 .34 .208 1.707 1.576 .433 .302 .133 .001 1.089 .957 2.114 1.983 1.159 1.027 .133 .001 1.089 .957 2.114 1.983 1.159 1.027 .133 .001 1.089 .957 2.114 1.983 1.159 1.027 1.089 1.168 .185 .106 1.553 1.474 .279 .2 v Shearfkl .028 .034 .026 .037 .028 .034 .028 .034 .028 .034 .026 .036 .026 .036 .026 .036 .029 .033 .027 .035 .027 -.035 .029 .033 .027 .035 .025 .037 .026 .037 .027 .035 .027 .035 .025 .037 .026 .037 .027 .035 .027 .035 .025 .037 .026 .037 .027 .035 .018 -.02 .016 .022 .016 .021 .018 .019 z Shearfkl .002 .002 .007 .007 .002 .002 .002 .002 .002 .002 .006 .006 .006 .006 .006 .006 .003 .003 .008 .008 .002 .002 .003 .003 .006 .006 .01 .01 .006 .006 .002 .002 .006 .006 .01 .01 .006 .006 .002 .002 .006 .006 .01 .01 .006 .006 .002 .002 .002 .002 .007 .007 .001 .001 .004 .004 Torauefk ftl v v Momentfk...z z Momentfk... 0 0 .004 .004 0 0 0 0 0 0 .003 .003 -.003 .003 .003 .003 .021 021 .044 .044 .019 .019 .042 .042 .012 .012 .03 .03 .018 .018 .035 .035 .012 .012 .03 .03 .018 .018 .035 .035 .012 .012 .03 .03 .018 .018 .035 .035 .021 .021 .044 .044 .019 019 -.042 .042 .013 .012 .026 .046 .013 .012 .013 .012 .013 .012 .023 .037 -.023 .037 .023 .037 0 .025 .007 .084 .027 .002 .033 .06 .013 .048 .008 .091 .033 .027 .038 .017 .013 .048 .008 .091 .033 .027 .038 .017 .013 .048 .008 .091 .033 .027 .038 .017 .006 .021 .012 .079 .021 .007 -.028 .065 034 .064 .036 091 .034 .064 .034 .064 .034 064 .035 .084 .035 084 .035 .084 .022 043 .025 .067 .047 .086 043 .062 .026 .068 .029 .086 .045 .1 .042 .082 .026 .068 .029 .086 .045 .1 .042 .082 .026 .068 .029 086 .045 1 .042 .082 .008 .017 .012 .041 .033 .06 .029 .036 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 241 Member Section Forces (Continued) 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 26066 26070 26071 26075 26076 26080 26081 26085 26086 26090 126091 126095 126096 126100 126101 126105 126106 26110 26111 126115 126116 126120 1261211 1261251 261261 126130 126131 126135 26136 26140 126141 126145 126146 26150 26151 26155 126156 126160 126161 126165 26166 26170 126171 126175 126176 126180 126181 126185 126186 126190 26191 26195 26196 126200 126201 1262051 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 RISA -3D Version 8.0 3 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 I 5 [TA. Sec Axialrkl .541 .357 2.036 1.879 2.036 1.879 2.036 1.879 .955 .797 .464 .306 .464 .306 .464 .306 .464 .306 .955 .797 .464 .306 .464 .306 .464 .306 .464 .306 .955 .797 .464 .306 .464 .306 .464 .306 .464 .306 .955 .797 .955 .797 .955 .797 .955 .797 .955 .797 .955 .797 .955 .797 .955 .797 .955 .797 v Shearrkl .039 .048 .03 .045 .03 .045 .03 .045 .032 .042 .034 .041 .034 .041 .034 .041 .034 .041 .032 .042 .034 .041 .034 .041 .034 .041 .034 .041 .032 .042 .034 .041 .034 .041 .034 .041 .034 .041 .032 -.042 .032 .042 .032 .042 .032 .042 .032 .042 .032 .042 .032 .042 .032 .042 .032 .042 z Shearrkl .003 .003 .011 .011 .011 .011 .011 .011 .005 .005 .003 .003 .003 .003 .003 .003 .003 .003 .005 .005 .003 .003 .003 .003 .003 .003 .003 .003 .005 .005 .003 .003 .003 .003 .003 .003 .003 .003 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 Torauerk ftl v v Momentrk...z z Momentrk... .001 .001 .006 .006 .006 .006 .006 .006 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 -.001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 -.001 -.001 .001 .001 .001 .001 -.001 .018 .016 .036 .069 .036 .069 .036 .069 .022 .031 .016 .014 .016 .014 .016 .014 .016 .014 .022 .031 .016 .014 .016 .014 .016 .014 .016 .014 .022 .031 .016 .014 .016 .014 .016 .014 .016 .014 .022 .031 -.022 .031 .022 .031 .022 .031 .022 .031 .022 .031 .022 .031 .022 .031 -.022 .031 .048 .09 .043 .119 .043 .119 .043 .119 .042 .09 .041 .077 .041 .077 .041 .077 .041 .077 .042 .09 .041 .077 .041 .077 .041 .077 .041 .077 042 .09 .041 .077 .041 .077 .041 .077 .041 .077 .042 .09 .042 .09 .042 .09 .042 .09 .042 .09 .042 .09 .042 .09 .042 .09 .042 .09 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 242 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 26206 26210 26211 26215 26216 26220 26221 26225 26226 26230 26231 26235 26236 26240 26241 26245 26246 26250 26251 26255 26256 26260 26261 26265 26266 26270 26271 26275 26276 26280 26281 26285 26286 26290 26291 26295 26296 26300 26301 26305 26306 26310 26311 26315 26316 26320 26321 26325 26326 26330 26331 26335 26336 26340 26341 26345 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label Sec M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M74 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torquefk ill v v Momentfk...z z Momentfk... .955 I .032 .005 I .001 .022 .042 I .797 I -.042 .005 I .001 .031 .09 .955 .032 .005 001 .022 .042 .797 I .042 .005 .001 M31 .09 .955 I .032 .005 001 .022 .042 .797 I 042 .005 .001 .031 .09 .932 .034 .005 .027 .003 .024 1.09 .041 .005 .027 .051 .06 .888 .031 .013 .06 .007 .029 .731 .044 013 .06 .134 .094 2.842 .031 .005 .03 .041 .06 2.684 .043 .005 .03 .011 .121 1.022 .034 .002 .063 .051 .055 .864 .041 .002 .063 .072 .087 .348 .025 .002 0 .012 .031 .229 .031 .002 0 .01 .058 .348 .025 .002 0 .012 .031 .229 .031 .002 0 .01 .058 .348 .025 .002 0 .012 .031 .229 .031 .002 0 .01 .058 .348 .025 .002 0 .012 .031 .229 .031 .002 0 .01 .058 1.539 .026 .002 .029 .008 .013 1.658 .029 .002 .029 .03 .027 .281 024 M1 .062 017 .018 .163 .032 .01 .062 .113 .061 2.235 .024 002 .028 .031 .049 2.116 .032 .002 .028 .009 .088 .414 027 .005 .061 -.041 .044 .296 .029 .005 -.061 .092 .054 0 0 0 0 0 0 0 0 0 0 0 0 26 _034 .001 .004 0 .055 .391 .028 -001 .004 .014 .029 1.249 .031 .008 .022 .006 .022 1.381 .031 .008 .022 .087 .022 .26 .034 .001 .004 0 .055 .391 .028 .001 .004 .014 .029 .26 .034 .001 .004 0 .055 .391 .028 .001 .004 .014 .029 .26 .034 .001 .004 0 .055 .391 .028 .001 .004 _014 .029 1.002 .032 .006 .017 .005 .03 1.134 .03 .006 .017 .069 .024 1.002 .032 .006 .017 .005 .03 1.134 .03 .006 .017 .069 .024 1.002 .032 .006 .017 .005 .03 1.134 .03 .006 .017 .069 .024 1.595 .036 .002 .013 .013 .08 1.727 .026 .002 .013 .002 .034 .28 .034 .006 .02 .116 .057 .411 .028 .006 .02 .051 .029 1.075 .032 .001 .006 .011 .03 -944 .03 .001 .006 .025 .023 .24 .033 .004 .013 .114 .053 .372 :029 .004 .013 .078 .029 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 243 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 26346 14 26350 26351 15 26355 26356 16 26360 26361 17 26365 26366 18 26370 26371 19 26375 26376 20 26380 26381 21 26385 26386 22 26390 26391 23 26395 26396 24 26400 26401 25 26405 26406 26 26410 26411 27 26415 26416 28 26420 26421 29 26425 26426 30 26430 26431 31 26435 26436 32 26440 26441 33 26445 26446 34 26450 26451 35 26455 26456 36 26460 26461 37 26465 26466 38 26470 26471 39 26475 26476 40 26480 264811 41 264851 Member Label M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 2.003 2.135 1.017 1.148 0 .132 .987 1.119 2.003 2.135 1.017 1.148 0 .132 .987 1.119 2.003 2.135 1.017 1.148 0 .132 .987 1.119 1.491 1.57 .176 .255 1.179 1.1 .136 .215 .364 .548 1.895 2.053 1.895 2.053 1.895 2.053 .807 .964 .312 .47 .312 .47 .312 .47 .312 .47 .807 .964 .312 .47 .312 .47 v Shearfkl .033 .029 .032 .03 .03 .032 .032 .031 .033 .029 .032 .03 .03 .032 .032 .031 .033 .029 .032 .03 .03 .032 .032 .031 .022 -.015 .02 .017 .018 .019 .02 .017 .047 .04 _036 .038 .036 .038 .036 .038 .039 .035 .04 .034 .04 .034 .04 .034 .04 .034 .039 .035 .04 .034 .04 .034 z Shearfkl .007 .007 .01 .01 .006 .006 .003 .003 .007 .007 .01 .01 .006 .006 .003 .003 .007 .007 .01 .01 .006 .006 .003 .003 0 0 .006 .006 0 0 .004 .004 .002 .002 .012 .012 .012 .012 .012 .012 .005 .005 .002 .002 .002 .002 .002 .002 .002 .002 .005 .005 .002 .002 .002 .002 Torauefk -ftl v -v Momentfk...z -z Momentfk .024 .024 .03 .03 .01 .01 .005 .005 .024 .024 .03 .03 .01 .01 .005 .005 .024 .024 .03 .03 .01 .01 .005 .005 .011 .011 .019 .019 .007 .007 .014 .014 .005 .005 .034 .034 .034 .034 .034 .034 .013 .013 .004 .004 .004 .004 .004 .004 .004 .004 .013 .013 .004 .004 .004 .004 .004 .06 .081 .02 .014 .078 .091 .118 .004 .06 .081 .02 .014 .078 .091 .118 .004 .06 .081 .02 .014 .078 .091 .118 .012 .003 .115 .056 .012 .02 .114 .073 .001 .019 .01 .134 .01 .134 .01 .134 003 .053 0 .017 0 .017 0 .017 0 .017 003 .053 0 .017 0 .017 .049 .028 .032 .024 .012 .02 .029 .024 .049 028 .032 .024 .012 .02 .029 .024 .049 .028 .032 .024 .012 02 .029 .024 .058 .023 .035 .017 .008 .012 .031 .018 .077 .041 .013 .024 .013 .024 .013 .024 .05 .031 .066 .035 .066 .035 .066 .035 .066 .035 .05 .031 .066 .035 .066 .035 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 244 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 264861 42 264901 264911 43 264951 26496 44 26500 26501 45 26505 26506 46 26510 26511 47 26515 26516 48 26520 26521 49 26525 26526 50 26530 26531 51 26535 26536 52 26540 26541 53 26545 26546 54 26550 26551 55 26555 26556 56 26560 26561 57 26565 26566 58 26570 26571 59 26575 26576 60 26580 26581 61 26585 26586 62 26590 26591 63 26595 26596 64 26600 26601 65 26605 26606 66 26610 26611 67 26615 26616 68 26620 26621 69 26625 LC Member Label I M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 M75 Sec 1 I 5 I 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl y Shearfkl z Shearfkl .312 .04 .002 .47 .034 .002 .312_ .04 .002 .47 .034 .002 .807 .039 .005 .964 .035 .005. .312 .04 .002 .47 .034 .002 .312 .04 .002 47 .034 .002 .312 .04 .002 .47 .034 .002 .312 .04 .002 .47 .034 .002 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 .964 .035 .005 .807 .039 .005 964 .035 .005 2.714 .042 .005 2.872 .033 .005 :835 .039 .012 .993 .035 .012 1.101 .036 .005 .943 .038 .005 .778 .039 .002 .936 .036 .002 .234 .03 .001 .352 .026 .001 .234 .03 .001 .352 .026 .001 .234 .03 .001 .352 .026 .001 .234 .03 .001 .352 .026 .001 2.141 .033 .001 2.26 ..023 .001 Torauefk -ftl v -v Momentfk_z -z Momentfk... .004 0 .066 I .004 .017 .035 .004 0 .066 .004 .017 .035 .013 .003 .05 .013 .053 .031 .004 0 .066 .004 .017 .035 .004 0 .066 .004 .017 .035 .004 0 .066 .004 .017 .035 .004 0 .066 004 .017 .035 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .013 .003 .05 .013 .053 .031 .026 .015 .085 .026 .037 .039 .037 .161 .053 .037 .039 .031 0 .02 .014 0 .07 .024 -.01 .166 .046 .01 .146 .032 .003 0 .05 .003 .012 .026 .003 0 .05 .003 .012 .026 .003 0 .05 .003 .012 .026 .003 '0 .05 .003 .012 .026 .016 .018 .085 .016 .004 .034 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 245 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 26626 26630 26631 26635 26636 26640 26641 26645 26646 26650 26651 26655 26656 26660 26661 26665 26666 26670 26671 26675 26676 26680 26681 26685 26686 26690 26691 26695 26696 26700 26701 26705 26706 26710 26711 26715 26716 26720 26721 26725 26726 26730 26731 26735 26736 26740 26741 26745 26746 26750 26751 26755 26756 26760 26761 26765 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M75 M75 M75 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 Sec Axialfkl v Shearfkl 1 I .262 .031 5 I .381 .025 1 1.673 028 5 I 1.555 .028 1 I .206 .03 5 .324 .026 1 0 0 5 0 0 1 .346 .028 5 .215 .034 1 1.332 .03 5 1.2 .032 1 .346 .028 5 .215 .034 1 .346 .028 5 .215 .034 1 .346 .028 5 .215 .034 1 1.085 .03 5 .954 .032 1 1.085 .03 5 .954 .032 1 1.085 .03 5 .954 .032 1 .606 .029 5 .738 .033 1 .378 .028 5 .247 .034 1 1.299 .027 5 1.167 .035 1 .314 .028 5 .183 .034 1 371 .03 5 .239 .032 1 1.109 .03 5 .978 .033 1 1.8 .029 5 1.668 .033 1 1.061 .03 5 .93 .032 1 .371 .03 5 239 .032 1 1.109 .03 5 .978 .033 1 1.8 .029 5 1.668 .033 1 1.061 .03 5 .93 .032 1 .371 .03 5 .239 .032 1 1.109 .03 5 .978 .033 1 1.8 .029 5 1.668 .033 1 1.061 .03 5 .93 .032 z Shearfkl .008 .008 .001 .001 .006 .006 0 0 0 0 .007 .007 0 0 0 0 0 0 -.005 .005 .005 .005 .005 .005 0 0 .006 .006 0 0 .006 .006 .005 .005 .01 .01 .005 .005 0 0 -.005 .005 .01 .01 -.005 -.005 0 0 .005 .005 .01 .01 -.005 -.005 0 0 Tornuelk ftl v v Momentjk_..z z Momentfk... .027 .165 .053 .027 .08 .026 .01 .016 .014 I .01 .029 .018 I .02 .163 .046 .02 .105 .027 0 0 0 0 0 0 0 .003 .028 O .002 .06 .018 066 .021 .018 0 .029 0 .003 .028 0 .002 .06 0 .003 .028 O .002 .06 O .003 .028 0 .002 .06 -.013 .049 .023 .013 0 .036 .013 .049 .023 .013 0 .036 .013 .049 .023 .013 0 .036 .009 0 .021 .009 0 .045 .021 -.087 .028 .021 .148 .062 .008 .006 .036 .008 .004 .076 .023 .081 .029 .023 .144 .058 .007 .051 .017 .007 .002 .025 .03 .014 .023 .03 .11 .038 .019 ..046 .029 .019 -.002 .048 .004 .111 .023 .004 .11 .035 .007 .051 .017 .007 .002 .025 .03 .014 .023 .03 .11 .038 .019 .046 .029 .019 .002 .048 .004 .111 .023 .004 .11 .035 .007 .051 .017 .007 .002 .025 .03 .014 .023 .03 -.11 .038 .019 _046 .029 .019 .002 .048 .004 .111 .023 004 .11 .035 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 246 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 26766 26 26770 26771 27 26775 26776 28 26780 26781 29 26785 26786 30 26790 26791 31 26795 26796 32 26800 26801 33 26805 26806 34 26810 26811 35 26815 26816 36 26820 26821 37 26825 26826 38 26830 26831 39 26835 26836 40 26840 26841 41 26845 26846 42 26850 26851 43 26855 26856 44 26860 26861 45 26865 26866 46 26870 26871 47 26875 26876 48 26880 26881 49 26885 26886 50 26890 26891 51 26895 26896 52 26900 26901 53 26905 Member Label M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 Axialfkl .745 .824 .24 .161 1.16 1.081 .176 .097 .485 .3 1.992 1.834 1.992 1.834 1.992 1.834 .908 .75 .415 .258 .415 .258 .415 .258 .415 .258 .908 .75 .415 .258 .415 .258 _415 .258 .415 .258 .908 .75 .415 .258 .415 .258 .415 .258 .415 .258 .908 .75 .908 .75 .908 .75 .908 .75 .908 .75 v Shearfkl .018 .02 .016 .021 .016 .021 .017 .02 .039 .048 .037 .037 .037 :037 .037 .037 .035 .04 .033 .041 .033 .041 .033 .041 .033 .041 .035 .04 .033 .041 .033 .041 .033 .041 .033 .041 .035 .04 .033 .041 .033 .041 .033 .041 .033 .041 .035 .04 .035 .04 .035 .04 .035 .04 .035 .04 z Shearfkl 0 0 .006 .006 0 0 .006 .006 0 0 .01 .01 .01 .01 .01 .01 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 Torauefk -ftl v -v Momentfk...z -z .009 .009 .022 .022 .008 .008 023 .023 .001 .001 .028 .028 .028 .028 .028 .028 .008 .008 .001 .001 .001 .001 .001 .001 .001 .001 .008 .008 .001 .001 .001 .001 .001 .001 .001 .001 :008 .008 .001 .001 .001 .001 .001 .001 .001 .001 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .002 0 .085 .147 .005 .004 .082 .145 .004 .003 .106 .002 .106 .002 .106 .002 .031 .001 .004 .003 .004 -.003 .004 .003 .004 .003 .031 .001 -.004 .003 .004 .003 .004 .003 .004 .003 .031 .001 .004 .003 .004 -.003 .004 .003 .004 .003 .031 .001 .031 001 .031 .001 .031 .001 .031 .001 Momentfk... .01 .021 .017 .038 .024 .051 .017 .034 .04 .084 .023 .022 .023 .022 .023 .022 .03 .056 .034 .072 .034 :072 .034 .072 .034 .072 .03 .056 .034 .072 .034 .072 .034 .072 .034 .072 .03 .056 .034 .072 .034 .072 .034 .072 .034 .072 .03 .056 I .03 .056 .03 .056 .03 .056 .03 .056 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 247 t 1 t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 26906 26910 26911 26915 26916 26920 26921 26925 26926 26930 26931 26935 26936 26940 26941 26945 26946 26950 26951 26955 26956 26960 26961 26965 26966 26970 26971 26975 26976 26980 26981 26985 26986 26990 26991 26995 26996 27000 27001 27005 27006 27010 27011 27015 27016 27020 27021 27025 27026 27030 27031 27035 27036 27040 27041 27045 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M76 M77 M77 M77 M77 M77 M77 M77 M77 M77 Sec 1 -5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .908 .75 .908 .75 .908 .75 .908 .75 .908 .75 .908 .75 908 .75 .453 .61 .954 .796 2.269 2.111 _862 .705 312 193_ .312 .193 .312 .193 .312 .193 1.049 1.167 .357 .239 1.672 1.554 266 .147 0 0 .215 .347 1.198 1.33 .215 347 .215 .347 .215 .347 .952 1.084 .952 1.084 .952 1.084 v Shearfkl .035 .04 .035 .04 .035 .04 .035 04 .035 -.04 .035 .04 .035 .04 .036 .039 .034 .04 .034 .041 .035 .04 .025 .031 .025 .031 .025 .031 025 .031 .026 .03 .025 031 024 032 .025 .031 0 0 .033 .029 .036 .026 .033 -.029 .033 -.029 .033 -.029 .035 .027 .035 .027 .035 .027 z Shearfkl .003 .003 .003 .003 .003 .003 .003 .003 003 .003 .003 003 .003 003 .003 003 .012 .012 .003 003 .006 .006 0 0 0 0 0 0 0 0 0 0 -.009 .009 0 0 .009 .009 0 0 .001 .001 .006 .006 .001 001 .001 001 .001 .001 .005 -.005 .005 -.005 .005 .005 Torauefk ftl v v Mamentfk...z z Momentfk.. 008 008 .008 008 .008 .008 008 .008 .008 008 .008 .008 .008 .008 .004 .004 .04 04 .02 02 .024 .024 0 0 0 0 0 0 0 0 .013 .013 .031 .031 .011 .011 .033 .033 0 0 .001 .001 002 .002 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 031 .001 .031 .001 .031 .001 031 .001 .031 001 .031 .001 .031 .001 .036 .002 .089 .21 026 .004 .15 .208 003 .002 .003 .002 .003 002 .003 .002 002 .001 .122 211 .008 005 .117 207 0 0 .003 .01 .04 .022 .003 .01 .003 .01 .003 .01 .031 019 .031 .019 031 .019 .03 .056 .03 .056 03 .056 .03 .056 .03 056 .03 .056 .03 056 .02 .034 03 059 .041 078 .031 .053 .025 .054 025 .054 .025 .054 .025 .054 .015 .032 .025 .057 036 .076 .026 .051 0 0 .059 036 084 .037 .059 .036 .059 .036 .059 036 .078 037 .078 .037 .078 037 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 248 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 27046 27050 27051 27055 27056 27060 27061 27065 27066 27070 27071 27075 27076 27080 27081 27085 27086 27090 27091 27095 27096 27100 27101 27105 27106 27110 27111 27115 27116 27120 27121 27125 27126 27130 27131 27135 27136 27140 27141 27145 27146 27150 27151 27155 27156 27160 27161 27165 27166 27170 27171 27175 27176 27180 27181 27185 LC Member Label Sec Axialfkl 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 M77 1.148 1.279 .161 .292 .717 .586 .27 .401 1.652 1.783 .912 1.043 .253 .385 .993 1.125 1.652 1.783 .912 1.043 .253 .385 .993 1.125 1.652 1.783 .912 1.043 .253 .385 .993 1.125 1.061 1.14 .075 .154 .803 .724 .183 .262 .301 .485 1.831 1.989 1.831 1.989 1.831 1.989 .75 .907 .258 .416 .258 .416 .258 .416 v Shearfkl .035 .027 .035 .027 .032 .03 .032 .03 .036 .026 .036 .026 .034 .028 .034 .028 .036 .026 .036 .026 .034 .028 .034 .028 .036 .026 .036 .026 .034 .028 .034 .028 .021 .016 .021 .016 .019 .019 .019 .019 .047 .04 .044 .031 .044 .031 .044 .031 .041 .033 .04 .034 .04 .034 .04 .034 z Shearfkl .002 .002 .008 .008 0 0 .005 .005 .005 .005 .01 .01 .005 .005 0 0 .005 .005 .01 .01 .005 .005 0 0 .005 .005 .01 .01 .005 .005 0 0 .001 .001 .007 .007 0 0 .006 .006 -.002 .002 .009 .009 .009 .009 .009 .009 .004 .004 .002 .002 .002 .002 .002 .002 Torauefk ftl v v Momentfk.. .01 .01 .054 .054 .013 013 051 .051 .01 .01 .038 .038 .008 .008 .04 .04 .01 .01 .038 .038 .008 .008 .04 .04 .01 .01 .038 .038 .008 .008 .04 .04 .011 .011 .053 .053 .013 .013 .052 .052 .002 -.002 .003 .003 .003 .003 .003 .003 0 0 .002 .002 .002 .002 .002 .002 1 -.002 .019 .087 011 .009 001 081 .032 .027 .026 .094 .003 .035 .012 .033 .035 .027 .026 .094 .003 .035 .012 .033 .035 .027 .026 .094 .003 .035 .012 .033 .035 .004 .015 .086 .015 .007 .003 .083 .028 .004 -.015 .063 .031 .063 .031 .063 .031 .022 .018 .004 .012 .004 .012 .004 -.012 z z Momentfk.. _077 .04 .063 .026 .042 .032 .056 .046 .091 .04 .081 .029 .065 .034 .076 .044 .091 .04 .081 .029 .065, .034 .076 .044 .091 .04 .081 .029 .065 .034 .076 .044 .053 .026 .039 .011 .018 .018 .032 .032 .083 .05 .111 .045 .111 .045 .111 .045 .084 .044 .071 .043 1 .071 1 .043 1 .071 1 .043 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 249 1 1 1 f t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 127186 127190 127191 127195 27196 27200 27201 27205 27206 27210 27211 27215 27216 27220 27221 27225 27226 27230 27231 27235 27236 27240 27241 27245 27246 27250 27251 27255 27256 27260 27261 27265 27266 27270 27271 27275 27276 27280 27281 27285 27286 27290 27291 27295 27296 27300 27301 27305 27306 27310 27311 27315 27316 27320 27321 27325 55 56 57 58 59 60 61 62 63 64 LC Member Label Sec 38 1 M77 1 5 39 1 M77 1 I 5 40 I M77 1 5 41 M77 1 5 42 M77 1 5 43 M77 1 5 44 M77 1 5 45 M77 1 5 46 M77 1 5 47 M77 1 5 48 M77 1 5 49 M77 1 5 50 M77 1 5 51 M77 1 5 52 M77 1 5 53 M77 1 5 54 M77 1 5 M77 M77 M77 M77 M77 M77 M77 65 M77 M77 M77 M77 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .258 .416 .75 .907 .258 .416 .258 .416 .258 .416 .?58_ .416 .75 .907 .258 .416 .258 .416 .258 .416 ?.58 .416 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 .75 .907 2.082 2.239 .672 .83 .582 4.74 .827 .985 .194 .312 v Shearfkl .04 .034 .041 .033 .04 .034 .04 .034 .04 .034 .04 .034 .041 .033 .04 .034 .04 .034 .04 .034 .04 .034 .041 .033 .041 -.033 .041 .033 .041 .033 .041 .033 .041 .033 .041 .033 .041 .033 .011 .033 .041 .033 .041 .033 .041 .033 .043 .031 .043 .031 .039 -.035 .039 .035 .03 .026 z Shearfkl .002 .002 .004 .004 .002 .002 .002 .002 -.002 .002 .002 .002 .004 .004 _002 _002 -.002 -.002 .002 .002 .002 .002 .004 .004 .004 .004 .004 .004 .004 .004 004 .004 .004 .004 .004 .004 .004 .004 -.004 .004 -.004 .004 .004 .004 -.004 .004 .005 .005 .013 .013 .004 .004 .005 .005 .001 .001 Torauefk ftl y v Momentfk...z z Momentfk... -.002 .002 0 0 .002 .002 .002 .002 .007_ .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .017 .017 .075 -.075 -.017 .017 .075 .075 -.001 .001 .004 .012 .022 .018 .004 .012 .004 .012 .004 .012 .004 .012 .022 018 .004 .012 .004 .012 .004 .01 .004 .012 .022 .018 .022 .018 .022 .018 022 .018 .022 .018 022 .018 .022 .018 .022 -.018 .022 .018 .022 018 .022 .018 .022 .018 .014 .031 .143 .012 .03 .005 -.098 -.049 .003 .009 .071 .043 .084 .044 .071 .043 .071 .043 .071 .043 .071 .043 .084 .044 .071 .043 .071 .043 .071 .043 .071 .043 .084 .044 084 .044 .084 .044 .084 .044 084 .044 084 .044 .084 .044 .084 .044 .084 .044 .084 .044 .084 .044 .084 .044 .108 .05 .088 .029 .059 .038 .079 .058 .053 .032 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 250 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 273261 66 27330 27331 67 27335 27336 68 27340 27341 69 27345 27346 70 27350 27351 71 27355 27356 72 27360 27361 1 27365 27366 2 27370 27371 3 27375 27376 4 27380 27381 5 27385 27386 6 27390 27391 7 27395 27396 8 27400 27401 9 27405 27406 10 27410 27411 11 27415 27416 12 27420 27421 13 27425 27426 14 27430 27431 15 27435 27436 16 27440 27441 17 27445 27446 18 27450 27451 19 27455 27456 20 27460 27461 21 27465 Member Label M77 M77 M77 M77 M77 M77 M77 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 Sec 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .194 .03 .001 .312 .026 .001 .194 .03 .001 .312 .026 .001 .194 .03 .001 .312 .026 .001 1.526 .032 .002 1.644 .024 .002 .116 .032 .01 .234 .024 .01 1.138 .028 0 1.02 .028 0 .271 .028 .008 .39 .028 .008 0 0 0 0 0 0 .008 .13 .004 .008 .252 .004 .006 .561 .003 .006 2 .003 .008 .13 .004 .008 .252 .004 .008 .13 .004 .008 .252 .004 .008 .13 .004 .008 .252 .004 .006 .389 .003 .006 1.563 .003 .006 .389 .003 .006 1.563 .003 .006 .389 .003 .006 1.563 .003 .096 .138 .12 .096 .244 .12 .087 .15 .088 .087 .231 .088 .08 .122 .111 .08 .26 .111 .103 .11 .097 .103 -.272 .097 .072 .383 .09 .072 1 :557 -.09 .065 .373 .066 .065 -1.548 .066 .06 .395 .084 .06 1.569 .084 .077 .404 .073 .077 1.578 .073 .072 .383 .09 .072 1.557 .09 .065 .373 .066 .065 1.548 .066 .06 .395_ .084 .06 1.569 .084 .077 .404 .073- .077 1.57P .073 Torauefk ftl v v Momentfk...z z Momentfk... .001 1 .003 .053 I .001 I .009 .032 .001 .003 .053 .001 .009 .032 .001 .003 .053 .001 .009 .032 .015 .005 .078 .015 .022 .038 .076 .123 .058 .076 .021 .018 .018 .011 .029 .018 .004 .027 .074 .118 .049 .074 .04 .047 0 0 0 0 0 0 .003 .008 .017 .003 .009 .149 .019 .011 .02 .019 0 4.297 .001 .008 .017 .003 -.009 .149 .003 .008 .017 .003 .009 .149 .003 .008 .017 .003 .009 .149 .014 .01 .011 .014 .002 3.26 .014 .01 .011. .014 .002 3.26 .014 .01 .011 .014 .002 3.26 .048 .398 .018 .048 .082 .117 0 .385 .082 0 .032 .133 .042 -.382 .016 .042 .064 .18 .006 .401 .048 .006 .014 .165 .02 .303 .011 .02 .057 3.236 .016 .284 .037 .016 .02 3.24.0 .047 .282 .012 .047 .052 3.284 .011 .305 .06 .011 .015 3.272 .02 .303 .011 .02 .057 3.236 .016 .284 .037 .016 .02 3.248 I .047 .282 .012 .047 .052 3.284 .011 .305 .06 I .011 .015 3.272 -I RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 251 1 1 1 1 1 1 s 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 27466 27470 27471 27475 27476 27480 27481 27485 27486 27490 27491 27495 27496 27500 27501 27505 27506 27510 27511 27515 27516 27520 27521 27525 27526 27530 27531 27535 27536 27540 27541 27545 27546 27550 27551 27555 27556 27560 27561 27565 27566 27570 27571 27575 27576 27580 27581 27585 27586 27590 27591 27595 27596 27600 27601 27605 LC Member Label Sec Axialfkl 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 5 1 5 .072 .072 .065 .065 .06 .06 .077 .077 .093 .093 .09 .09 .084 -.084 .1 .1 .011 .011 .006 .006 .006 .006 .006 .006 .008 .008 .01 .01 .01 .01 .01 .01 .01 .01 .008 .008 .01 .01 .01 .01 .01 .01 .01 .01 .008 .008 .01 .01 .01 .01 .01 .01 .01 .01 .008 .008 v Shearfkl .383 1.557 .373 1.548 .395 1.569 .404 1.578 .086 .143 .098 .131 .07 .159 .058 .171 .182 .352 .95 -3.1 -.95 -3.1 .95 -3.1 .19 1.176 .156 .302 .156 .302 .156 .302 .156 .302 .19 1.176 .156 .302 .156 .302 .156 -_302 .156 .302 -.19 -1.176 .156 .302 .156 .302 .156 .302 .156 .302 .19 1.176 z Shearfkl .09 .09 .066 .066 .084 .084 .073 -.073 -.118 .118 .09 .09 .113 .113 .095 .095 .006 .006 .003 .003 .003 .003 .003 .003 -.004 -.004 .005 .005 .005 .005 .005 .005 .005 .005 .004 .004 .005 .005 .005 .005 .005 .005 .005 .005 .004 .004 .005 .005 .005 .005 .005 .005 .005 .005 .004 -.004 Torauefk ftl v v Momentfk...z z Momentfk... .02 .02 .016 .016 .047 .047 .011 .011 .047 .047 .002 .002 .043 .043 .005 .005 .004 .004 .032 .032 .032 .032 .032 .032 .008 .008 .003 .003 .003 .003 .003 .003 .003 .003 .008 .008 .003 .003 .003 .003 .003 003 .003 .003 .008 .008 .003 .003 .003 .003 .003 .003 .003 .003 .008 .008 .303 .057 .284 .02 .282 .052 .305 .015 .395 .078 .388 .028 .385 .067 .398 .017 .012 .013 .014 .003 .014 .003 .014 .003 .011 .006 .01 .011 .01 .011 .01 .011 .01 .011 .011 .006 .01 .011 .01 .011 .01 011 .01 .011 .011 .006 .01 .011 .01 .011 .01 .011 .01 .011 .011 .006 .011 3.236 .037 3.248 .012 3.284 .06 3.272 .011 .058 .075 .073 .009 .121 .055 .105 .024 .208 .04 6.816 .04 6.816 .04 6.816 .002 2.253 .02 .179 .02 .179 .02 .179 .02 .179 .002 2.253 .02 .179 .02 .179 .02 _179 .02 .179 .002 2.253 .02 .179 .02 .179 .02 .179 .02 .179 .002 2.253 RISA -3D Version 8.0 3 [T \CalcsStruc\BarkerFrame\BarkerFrameOpt5Mat.r3d] Page 252 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 27606 27610 27611 27615 27616 27620 27621 27625 27626 27630 27631 27635 27636 27640 27641 27645 27646 27650 27651 27655 27656 27660 27661 27665 27666 27670 27671 27675 27676 27680 27681 27685 27686 27690 27691 27695 27696 27700 27701 27705 27706 27710 27711 27715 27716 27720 27721 27725 27726 27730 27731 27735 27736 27740 27741 27745 LC 50 I, 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M78 M79 M79 M79 M79 M79 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .134 .134 .127 .127 .118 .118 .144 .144 .007 .007 007 .007 .007 .007 .007 .007 .133 .133 .129 .129 .119 .119 .143 .143 0 0 .012 .012 .318 .318 .012 .012 .012 .012 v Shearfkl .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .19 1.176 .178 1.165 .161 1.147 .201 1.188 .219 1.705 .117 .226 .117 .226 .117 .226 .117 .226 .128 .215 .146 .198 .106 .238 .088 .255 0 0 .249 .378 10.794 13.432 .249 .378 .249 .378 z Shearfkl .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .17 .17 .128 .128 .161 .161 .137 .137 .004 .004 004 .004 .004 .004 .004 .004 .169 .169 .128 .128 .161 .161 .136 .136 0 0 0 0 .005 .005 0 .0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... .008 .008 .008 .008 008 .008 .008 008 008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .008 .05th_ .056 .013 .013 .072 .072 .003 .003 .002 .002_ .002 .002 .002 .002 .002 .002 .067 .067 .002 .002 .062 .062 .007 .007 0 0 .001 .001 .003 .003 .001 .001 .001 .001 .011 .006 .011 .006 .011 .006 .011 .006 .011 .006 .011 .006 .011 -.006 .011 .006 .011 .006 .011 .006 .011 .006 .569 .11 .55 .039 .546 .097 .573 .026 .007 .008 .007 .008 .007 .008 .007 .008 .565 .112 .554 .041 .55 .096 .569 .024 0 0 .006 .003 .021 .04 .006 .003 .006 .003 .002 2.253 .002 2.251_ .002 2.253 .002 2.253 .002 2.253 .002 2.253 .002 2.253 .002 2.253 .002 2.253 .002 2.251 .002 2.253 .003 2.208 .094 2.23 0 2.298 .091 2.276 .015 .134 .015 .134 .015 .134 .015 .134 .016 .089 .108 .111 .014 .179 .077 .157 0 0 .023 .783 6.307 21.867 .023 /83 .023 .783 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 253 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 27746 27750 27751 27755 27756 27760 27761 27765 27766 27770 27771 27775 27776 27780 27781 27785 27786 27790 27791 27795 27796 27800 27801 27805 27806 27810 27811 27815 27816 27820 127821 127825 27826 27830 127831 27835 27836 27840 27841 27845 27846 27850 27851 27855 27856 27860 27861 27865 27866 27870 27871 27875 27876 27880 27881 27885 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 Sec AxleIfkl v Shearfkl z Shearlkl Torauefk ftl v v Momentfk...z z Momentfk 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1. 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 012 .249 0 .001 .006 .023 .012 .378 0 .001 .003 .783 .212_ 8.158 .004 .002 .017 4.736 .24? 10.168 .004 .002 .031 16.596 .242 8.158 .004 .002 .017 4.736 .242 10.168 .004 .002 .031 16.596 .242 8.158 .004 .002 .017 4.736 .242 10.168 .004 .002 .031 16.596 .228 .253 .029 .001 .212 .071 .228 .374 .029 .001 .13 .787 .639 .265 .1 .001 .487 .105 .639 .361 .1 .001 .692 .672 .2n4 .245 .03 .001 .224 .026 .?04 .381 .03 .001 .136 .779 .615 .232 .101 .001 .498 .06 .615 .394 .101 .001 .698 .895 .404 8.161 .018 .002 .146 4.772 .404 10.165 .018 .002 .069 16.599 .712 8.17 .071 .002 .352 4.797 .712 10.156 .071 .002 .49 16.513 .079 8.155 .026 .003 .181 4.699 .079 10.171 .026 .003 -.131 16.593 .229 8.146 .08 .002 .386 4.674 .2_ 9 10.181 .08 .002 .552 16.68 .404 8.161 .018 .002 .146 4.772 .404 10.165 .018 .002 .069 16.599 .712 8.17 .071 .002 .352 4.797 .712 10.156 .071 .002 .49 16.513 .079 8.155 .026 .003 .181 4.699 .079 10.171 .026 .003 .131 16.593 .229 8.146 .08 .002 .38R 4.674 .229 10.181 .08 .002 .552 16.68 .404 8.161 .018 .002 .146 4.772 .404 10.165 .018 .002 .069 16.599 .712 8.17 .071 .002 .352 4.797 .712 10.156 .071 .002 .49 16.513 .079 8.155 .026 .003 .181 4.699 .079 10.171 .026 .003 .131 16.593 .229 8.146 .08 .002 .386 4.674 .229 10.181 -.08 .002 .552 16.68 .224 .153 .029 0 .215 .062 .224 .223 .029 0 .132 .474 .634 .166 .1 0 .489 .096 .634 .21 .1 0 .693 .359 .209 .145 .03 0 .221 .035 -.209 .23 .03 0 .135 .466 .619 .133 .101 0 .496 .069 .619 .243 .101 0 .697 .581 .017 .348 .001 .002 .008 .032 .017 .529 .001 .002 .004 1.097 .504 17.172 .008 .004 .031 10.081 .504 21.34 .008 .004 .063 34.674 .504 17.172 -.008 .004 .031 10.081 .504 -21.34 .008 .004 .063 34.674 .504 17.172 .008 .004 .031 10.081 .504 21.34 .008 I .004 .063 34.674 RISA -3D Version 8.0 3 [T\. X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 254 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 27886 27890 27891 27895 27896 27900 27901 27905 27906 27910 27911 27915 27916 27920 27921 27925 27926 27930 27931 27935 27936 27940 27941 27945 27946 27950 27951 27955 27956 27960 27961 27965 27966 27970 27971 27975 27976 27980 27981 27985 27986 27990 27991 27995 27996 28000 28001 28005 28006 28010 28011 28015 28016 28020 28021 28025 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49- 50 I 51 52 53 54 55 56 57 58 59 60 61 Member Label M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 M79 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .167 .167 .015 .015 .015 .015 .015 .015 .015 .015 .167 .167 .015 .015 .015 .015 .015 .015 .015 .015 .167 .167 .015 .015 .015 .015 .015 .015 .015 .015 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .167 .476 .476 v Shearfkl 5.571 6.98 .298 .453 .298 .453 .298 .453 .298 .453 5.571 -6.98 .298 .453 .298 .453 .298 .453 .298 .453 5.571 -6.98 .298 .453 .298 .453 .298 .453 .298 .453 5.571 -6.98 5.571 -6.98 5.571 6.98 5.571 6.98 5.571 -6.98 5.571 6.98 5.571 -6.98 5.571 -6.98 5.571 -6.98 5.571 -6.98 5.571 -6.98 5.571 -6.98 5.577 -6.975 z Shearfkl .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .039 .039 Torauefk ftl .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 _002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 v v Momentfk...z z Momentfk._. .014 .022 .007 .003 .007 .003 .007 .003 .007 .003 .014 .022 .007 .003 .007 .003 .007 .003 .007 .003 .014 .022 .007 .003 .007 .003 .007 .003 .007 -.003 .014 .022 .014 .022 .014 .022 .014 .022 .014 .022 .014 .022 .014 .022 .014 -.022 .014 .022 .014 .022 .014 .022 .014 .022 -.297 .168 3.169 11.482 .027 .94 .027 .94 .027 .94 .027 .94 3.169 11.482 .027 .94 .027 .94 .027 .94 .027 .94 3.169 11.482 .027 .94 .027 .94 .027 .94 .027 .94 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.169 11.482 3.239 11.488 RISA 3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 255 i t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 28026 28030 28031 28035 28036 28040 28041 28045 28046 28050 28051 28055 28056 28060 28061 28065 28066 28070 28071 28075 28076 28080 28081 28085 28086 28090 28091 28095 28096 28100 28101 28105 28106 28110 28111 28115 28116 28120 28121 28125 28126 28130 28131 28135 28136 28140 28141 28145 28146 28150 28151 28155 28156 28160 28161 28165 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label Sec M79 1 5 M79 1 5 M79 1 5 M79 M79 M79 M79 M79 M79 M79 M79 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.063 1.063 .142 .142 -.728 .728 .011 .011 .011 .011 .011 .011 011 .011 32 .32 .906 .906 .798 .298 .884 .884 0 0 .016 .016 .023 -.023 .016 .016 .016 .016 .016 .016 .014 .014 014 -.014 .014 .014 .052 .052 239 .239 .021 .021 .207 .207 .014 :014 .154 .154 041 .041 .181 .181 v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momenik_.. 5.595 6.957 5.566 6.986 5.548 7.004 .224 .34 .224 .34 .224 .34 .224 .34 .229 .334 .247 .316 .218 .345 .2 .363 0 0 .361 .229 3.949 1.5 .361 .229 .361 .229 .361 .229 3.052 1.068 3.052 1.068 3.052 1.068 .369 -.221 .385 .204 .352 .237 .336 .254 3.058 1.074 3.071 1.087 3.046 1.062 3.034 1.05 .141 .141 .046 .046 .147 -.147 0 0 0 0 0 0 0 0 .042 .042 .143 .143 .043 .043 .144 .144 0 0 0 0 .01 .01 0 0 0 0 0 0 .007 .007 .007 .007 .007 .007 .072 .072 .141 .141 .072 .072 .14 .14 .047 .047 .098 .098 .061 .061 .112 .112 .002 .002 .002 .002 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 0 0 0 0 .015 .015 0 0 0 0 0 0 .011 .011 .011 .011 .011 -.011 .014 .014 0 0 .014 .014 .002 .002 .022 .022 .012 -.012 0 0 .01 -.01 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] .689 .971 .326 212 .718 1.015 .005 .003 .005 .003 .005 .003 .005 .003 .306 .188 .698 .99 .316 .193 .708 .995 0 0 -.004 .003 .048 .005 .004 .003 .004 .003 .004 .003 .03 .004 .035 .004 .035 .004 .465 .068 847 .073 .457 .062 .839 .068 .311 .053 .597 .057 381 .045 .667 .019 3.287 11.323 3.1 11.476 3.051 11.641 .021 .705 .021 .705 .021 .705 .021 .705 .09 .711 .138 .546 .049 .699 .097 .864 0 0 .758 .119 18.539 1.535 .758 .119 .758 .119 .758 .119 14.094 1.181 14.094 1.181 14.094 1.181 .772 .088 .875 .1 .745 .149 .642 .137 14.104 1.158 14.181 1.167 14.084 1.204 14.006 1.195 Page 256 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 28166 28170 28171 28175 28176 28180 28181 28185 28186 28190 28191 28195 28196 28200 28201 28205 28206 28210 28211 28215 28216 28220 28221 28225 28226 28230 28231 28235 28236 28240 28241 28245 128246 28250 28251 28255 28256 28260 28261 28265 28266 28270 28271 28275 28276 28280 28281 28285 28286 28290 28291 28295 28296 128300 28301 28305 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 .42 43 44 45 Member Label M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 Sec Axialfkl 1 .014 5 .014 1 .154 5 .154 1 .041 5 .041 1 .181 5 .181 1 .014 5 .014 1 .154 5 .154 1 .041 5 .041 1 .181 5 .181 1 .046 5 .046 1 .232 5 .232 1 .027 5 .027 1 .214 5 .214 1 .022 5 .022 1 .043 5 -.043 1 .043 5 .043 1 .043 5 .043 1 0 5 0 1 .019 5 .019 1 .019 5 .019 1 .019 5 .019 1 .019 5 .019 1 0 5 0 1 .019 5 .019 1 .019 5 .019 1 .019 5 .019 1 .019 5 .019 1 0 5 0 1 .019 5 .019 v Shearfkl z Shearfkl 3.058 I .047 1.074 I .047 3.071 .098 1.087 .098 3.046 .061 1.062 .061 3.034 .112 1.05 .112 3.058 .047 1.074 .047 3.071 .098 1.087 .098 3.046 .061 1.062 .061 3.034 .112 1.05 .112 .224 .072 .129 .072 .241 .141 .113 .141 .208 .072 .145 .072 .192 .14 .162 .14 .505 0 .321 0 6.175 .015 2.492 .015 6.175 .015 2.492 .015 6.175 .015 2.492 .015 2.227 .005 .59 .005 .433 0 .275 0 .433 0 .275 0 .433 0 .275 0 .433 0 .275 0 2.227 .005 .59 .005 .433 0. .275 0 .433 0 .275 0 .433 0 .275 0 .433 0 .275 0 2.227 .005 .59 .005 .433 0 .275 0 Torauefk ftl v v Momentfk...z z Momentfk... .022 .022 .012 .012 0 0 .01 .01 .022 022 .012 .012 0 0 .01 01 .014 014 .001 .001 .014 .014 .002 .002 0 0 .025 .025 .025 .025 .025 .025 .007 .007 0 0 0 0 0 0 0 0 .007 .007 0 0. 0 0 0 0 0 0 .007 .007 0 0 .311 .053 .597 .057 .381 .045 .667 .049 .311 .053 .597 .057 .381 .045 .667 .049 -.464 .067 .846 .072 .458 .063 .84 .069 006 .004 .079 .006 .079 .006 .079 .006 .021 .004 .005 .003 .005 .003 .005 .003 .005 .003 .021 .004 .005 .003 -.005 -.003 -.005 003 .005 .003 .021 -.004 .005 .003 14.104 I 1.158 14.181 1.167 I 14.084 1.204 14.006 1.195 I 14.104 1.158 14.181 1.167 14.084 1.204 14.006 1.195 .469 .041 .572 .052 .442 .102 .338 .09 1.062 .166 29.359 2.409 29.359. 2.409 29.359 2.409 9.8 .851 .91 .142 .91 .142 .91 .142 .91 .142 9.8 .851 .91 .142 .91 .142 .91 _142 .91 .142 9.8 .851 .91 .142 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 257 f 1 1 1 1 t 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 28306 46 28310 28311 47 28315 28316 48 28320 28321 49 28325 28326 50 28330 28331 51 28335 28336 52 28340 28341 53 28345 28346 54 28350 28351 55 28355 28356 56 28360 28361 57 28365 28366 58 28370 28371 59 28375 28376 60 28380 28381 61 28385 28386 62 28390 28391 63 2 8395 28396 64 28400 28401 65 2 8405 2 8406 66 28410 2 8411 67 2 8415 2 8416 68 2 8420 2 8421 69 2 8425 2 8426 70 2 8430 2 8431 71 2 8435 2 84361 72 2 84401 2 84411 1 2 84451 Member Label Sec M80 1 5 M80 I 1 5 MAO I 1 5 M80 M80 MAO M80 MR0 M80 M80 M80 MHO_ M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M80 M8O M80 M81 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial[ v Shearfkl_ .019 I .433 .019 I .275 .019 .433 .019 .275 .019 .433 .019 .275 0 2.227 0 .59 0 2.227 0 .59 0 2.227 0 .59 0 2.227 0 .59 0 2.227 0 .59 0 2.227 O .59 0 2.227 0 .59 0 2.227 0 .59 0 2.227 0 .59 O 2.227 0 .59 0 2.227 O .59 O 2.227 0 .59 .052 2.23R_ .052 .601 .318 2.262 .318 .625 .053 2.216 .053 .579 .319 2.192 .319 .555 .014 .324 .014 .206 .014 .324 .014 .206 .014 .324 .014 .206 .014 .324 .014 .206 .067 .336 .067 .195 .333 .36 .333 .171 .039 .313 .039 .218 -.305 .289 -.305 .241 0 0 0 0 z Shearfkl 0 0 0 0 0 0 005 .005 005 .005 .005 .005 .005 .005 005 .005 -.005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 -.005 .098 .098 .196 .196 .107 .107 -.205 .205 0 0 0 0 0 0 0 0 .103 .103 .201 .201 .103 .103 .2 .2 0 0 Torauerk -ftl v -v Momentfk...z -z Momentrk... O I .005 .91 0 .003 .142 0 .005 .91 0 .003 .142 I 0 .005 .91 0 .003 .142 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 _007 .004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 -.004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 .004 .851 .007 .021 9.8 .007 .004 .851 .O07 .021 9.8 .007 .004 .851 .027 .637 9.82 .027 .097 .807 .009 1.183 9.967 .009 .105 .824 .013 .679 9.781 .013 .089 .894 .005 1.225 9.634 -.005 .097 .877 0 .004 .683 O .002 .107 O .004 .683 O .002 .107 0 .004 .683 0 .002 .107 O .004 .683 O .002 .107 .02 .662 .702 .02 .095 .063 -.001 1.208 .849 .001 .103 .08 .02 .655 .663 .02 .091 .15 .002 1.2 .516 .002 .099_ .134 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 258 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 28446 28450 28451 28455 28456 28460 28461 28465 28466 28470 28471 28475 28476 28480 28481 28485 28486 28490 28491 28495 28496 28500 28501 28505 28506 28510 28511 28515 28516 28520 28521 28525 28526 28530 28531 28535 28536 28540 28541 28545 28546 28550 28551 28555 28556 28560 28561 28565 28566 28570 28571 28575 28576 28580 28581 28585 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 Sec 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .018 .018 .083 .083 .018 .018 .018 .018 .018 .018 .067 .067 .067 .067 .067 .067 .034 .034 .194 .194 .069 .069 .158 .158 .028 .028 .199 .199 .105 .105 .065 .065 .028 .028 .199 .199 .105 .105 .065 .065 .028 .028 .199 .199 .105 .105 .065 .065 .041 -.041 .187 .187 .062 .062 .165 .165 v Shearfkl .788 .543 4.059 2.57 .788 .543 .788 .543 .788 .543 3.241 2.063 3.241 2.063 3.241 2.063 .798 .533 .867 .464 .778 .553 .709 .622 3.249 2.056 3.3 2.004 3.234 2.071 3.182 2.122 3.249 2.056 3.3 2.004 3.234 -2.071 3.182 2.122 3.249 -2.056 3.3 2.004 3.234 2.071 3.182 2.122 .483 .316 .552 .247 .463 .336 .394 .404 z Shearfkl 0 0 .002 .002 0 0 0 0 0 0 .001 .001 .001 .001 .001 .001 .116 .116 .07 .07 .114 .114 .072 .072 .088 .088 .052 .052 .085 .085 .055 .055 .088 .088 .052 .052 .085 .085 .055 .055 .088 .088 .052 .052 .085 .085 .055 .055 .116 .116 .071 .071 .114 .114 .072 .072 Tara uefk ftl .002 .002 .008 .008 .002 .002 .002 .002 .002 .002 .005 .005 .005 .005 .005 .005 .001 .001 .003 .003 .003 .003 0 0 .006 .006 .005 .005 .005 .005 .006 .006 _006 .006 .005 .005 .005 .005 .006 .006 .006 .006 .005 .005 .005 .005 .006 .006 0 0 .002 .002 .002 .002 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] v v Momenttk...z z Momentf k... .006 .002 .009 .006 .006 .002 .006 .002 .006 .002 .008 .005 .008 .005 .008 .005 .526 528 .295 .344 .514 .523 .308 .349 .398 .399 .218 .255 .382 .39 .234 .265 .398 .399 .218 .255 .382 .39 .234 .265 .398 .399 .218 .255 .382 .39 .234 .265 .524 .527 .298 .345 .517 .524 .305 .348 .173 .956 .821 -6.051 .173 .956 .173 .956 .173 .956 .659 4.778 .659 4.778 .659 4.778 .133 1.088 .551 1.294 .213 -.823 .206 .618 .629 -4.877 .943 5.031 .689 -4.678 .375 4.524 .629 4.877 .943 -5.031 .689 4.678 .375 -4.524 .629 -4.877 .943 5.031 .689 -4.678 .375 -4.524 .064 .706 .482 .911 .144 .441 .275 .235 1 1 I Page 259 r t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 28586 28590 28591 28595 28596 28600 28601 28605 28606 28610 28611 28615 28616 28620 28621 28625 28626 28630 28631 28635 28636 28640 28641 28645 28646 28650 28651 28655 28656 28660 28661 28665 28666 28670 28671 28675 28676 28680 28681 28685 28686 28690 28691 28695 28696 28700 28701 28705 28706 28710 28711 28715 28716 28720 28721 28725 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 M81 RISA -3D Version 8.0.3 [TA. Sec Axialfkl 1 5 1 5 .025 .025 .126 .126 .126 .126 .126 .126 .054 .054 .021 .021 .021 .021 .021 .021 .021 .021 .054 .054 .021 .021 .021 .021 .021 .021 .021 .021 .054 .054 .021 .021 .021 .021 .021 .021 .021 .021 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 .054 v Shearfkl 1.103 .76 6.179 3.895 6.179 -3.895 6.179 3.895 2.581 1.665 .946 .651 .946 .651 .946 .651 .946 .651 2.581 1.665 .946 .651 .946 .651 .946 .651 .946 .651 2.581 -1.665 .946 .651 .946 .651 .946 .651 .946 .651 2.581 1.665 2.581 1.665 2.581 1.665 2.581 1.665 2.581 1.665 2.581 1.665 2.581 1.665 2.581 1.665 2.581 1.665 z Shearfkl .001 .001 .002 .002 .002 .002 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 -.001 .001 .001 .001 .001 -.001 .001 -.001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 -.001 .001 .001 Torauefk ftl .003 .003 .014 .014 .014 .014 .014 .014 .003 .003 .002 .002 -.002 .002 .002 .002 .002 .002 .003 .003 .002 .002 -.002 .002 .002 .002 .002 .002 .003 .003 .002 .002 -.002 .002 .002 .002 .002 .002 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 ..003 .003 v v Momentfk...z z Momentfk... .009 .003 .012 .008 .012 .008 .012 .008 .009 .005 .007 .003 .007 .003 .007 .003 .007 .003 .009 .005 .007 .003 .007 .003 .007 .003 .007 .003 .009 .005 .007 .003 .007 .003 .007 .003 .007 .003 .009 .005 .009 -.005 .009 .005 .009 .005 .009 .005 .009 .005 .009 .005 .009 -.005 .009 .005 .242 1.338 1.244 -9.3 1.244 -9.3 1.244 -9.3 .531 3.695 .207 1.147 .207 1.147 .207 1.147 .207 1.147 .531 3.695 .207 1.147 .207 1.147 .207 1.147 .207 1.147 .531 3.695 .207 1.147 .207 1.147 .207 1.147 .207 1.147 .531 -3.695 .531 -3.695 .531 -3.695 .531 -3.695 .531 -3 -695 .531 3.695 .531 3.695 .531 -3.695 .531 3.695 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 260- Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 28726 28730 28731 28735 28736 28740 28741 28745 28746 28750 28751 28755 28756 28760 28761 28765 28766 28770 28771 28775 28776 28780 28781 28785 28786 28790 28791 28795 28796 28800 28801 28805 28806 28810 28811 28815 28816 28820 28821 28825 28826 28830 28831 28835 28836 28840 28841 28845 28846 28850 28851 28855 28856 28860 28861 28865 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M81 M81 M81 M81 M81 M81 M81 MR1 M81 M81 M81 M81 M81 M81 M81 M82 M82 MR2 M82 M82 M82 M82 M82 MR2 M82 M82 M82 M82 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .054 .054 .054 .054 .054 .054 .019 .019 .305 .305 .127 .127 .198 198 .016 .016 .016 .016 .016 .016 .016 .016 .057 .057 .267 .267 .089 .089 .236 .236 0 0 .022 .022 .08 .08 .022 .022 .022 .022 .022 .022 .066 .066 .066 .066 .066 .066 .04 .04 .516 .516 .083 .083 .473 .473 v Shearfkl z Shearfkl 2.581 1.665 2.581 1.665 2.581 1.665 2.596 1.65 2.694 1.553 2.567 1.68 2.469 1.778 .709 .489 .709 .489 .709 .489 .709 .489 .724 .474 822 .376' .695 .503 .597 .601 0 0 1.28 1.349 -6.035 6.104 1.28 1.349 1.28 1.349 1 1.349 -4.846 4.915 -4.846 -4.915 4.846 -4.915 1.337 1.406 1.176 1.245 1.224 1.292 1.384 1.453 .001 .001 .001 .001 .001 .001 .166 .166 .1 .1 .163 .163 .103 .103 0 0 0 0 0. 0 165 .165 101 .101 163 .163 .103 .103 0 0 .034 034 .093 .093 .034 .034 .034 .034 .034 034 .079 .079 .079 .079 .079 .079 1.032 1.032 .627 .627 .963 .963 .695 .695 Torauefk ftl v v Momentfk.. .003 .009 .003 .005 .003 .009 .003 .005 .003 .009 .003 -.005 .004 .752 .004 .756 0 .422 0. .49 .001 .734 .001 .747 .004 .439 .004 -.5 .002 .006 .002 .002 .002 .006 .002 .002 .002 .006 .002 .002 .002 .006 .002 .002 O .749 0 .753 .003 .425 .003 .493 .003 .738 .003 .749 O .436 O .497 O 0 0 0 2.375 .029 2.375 .016 3.389 .046 -3.389 .076 2.375 .029 2.375 -.016 2.375 .029 -2.375 .016 2.375 .029 2.375 .016 -3.135 .041 -3.135 .061 -3.135 .041 3.135 .061 3.135 .041 3.135 .061 2.137 .679 -2.137 .663 3.097 .203 3.097 .611 2.613 -.622 -2.613 .631 1.653 .26 1.653 .644 z Momentfk... 531 -3.695 .531 3.695 .531 -3.695 .474 -3.884 1.072 -4.178 .588 3.506 .01 -3.212 .155 .86 .155 .86 .155 .86 .155 .86 .098 1.049 .696 -1.343 .212 .671 .385 .377 0 0 .983 .727 6.183 1.707 .983 .727 .983 .727 .983 .727 4.883 1.462 4.883 1.462 4.883 1.462 1.116 .667 1,325 .249 .85 .786 .641 1.204 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 261 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 28866 28870 28871 28875 28876 28880 28881 28885 28886 28890 28891 28895 28896 28900 28901 28905 28906 28910 28911 28915 28916 28920 28921 28925 28926 28930 28931 28935 28936 28940 28941 28945 28946 28950 28951 28955 28956 28960 28961 28965 28966 28970 28971 28975 28976 28980 28981 28985 28986 28990 28991 28995 28996 29000 29001 29005 LC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Label Sec M82 I 1 I 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 M82 1 5 Torauefk -ftl v -v Momentfk...z -z Momentfk... Axialfkl v Shearfkl z Shearfkl .019 -4.889 .827 2.957 .529 -4.983 .019 -4.958 .827 -2.957 .546 1.418 .436 -4.768 .417 -3.677 .133 5.139 .436 -4.837 .417 3.677 .41 1.104 .112 -4.804 .67 -3.314 .446 -4.783 .112 -4.873 .67 -3.314 .424 1.506 .305 -4.924 .574 2.594 .215 -4.627 -.305 -4.993 .574 2.594 .531 1.82 .019 -4.889 .827 -2.957 .529 -4.983 .019 -4.958 .827 2.957 .546 1.418 .436 -4.768 .417 3.677 .133 5.139 .436 -4.837 .417 3.677 .41 1.104 .112 -4.804 .67 -3.314 .446 -4.783 .112 -4.873 .67 -3.314 .424 1.506 .305 -4.924 .574 -2.594 .215 -4.627 .305 -4.993 .574 2.594 .531 1.82 .019 -4.889 .827 2.957 .529 -4.983 .019 -4.958 .827 2.957 .546 1.418 .436 -4.768 .417 3.677 .133 5.139 .436 -4.837 .417 3.677 .41 1.104 .112 -4.804 .67 3.314 .446 -4.783 .112 -4.873 .67 3.314 .424 1.506 .305 -4.924 .574 2.594 .215 -4.627 .305 -4.993 -.574 2.594 .531 1.82 .049 .825 1.018 1.187 .667 .723 -.049 .866 1.018 1.187 .656 .377 .507 .664 .64 2.147 .215 .931 .507 .706 .64 2.147 .618 .041 .075 .711 .977 1.663 .633 .457 .075 .753 .977 -1.663 .637 .495 .481 .872 .682 .703 .249 .248 .481 .913 .682 .703 .637 .913 .03 1.792 .048 -3.325 .04 1.376 .03 1.889 .048 -3.325 .023 1.017 .12 -9.144 .136 -4.472 .062 -9.5 .12 -9.227 .136 -4.472 .115 2.441 .12 -9.144 .136 -4.472 .062 -9.5 .12 -9.227 .136 -4.472 .115 2.441 .12 -9.144 .136 -4.472 .062 -9.5 .12 -9.227 I .136 -4.472 .115 2.441 .055 -3.914 .071 -3.357 .043 3.779 .055 3.996 .071 3.357 .049 1.362 .026 1.536 .041 -2.85 .034 1.179 .026 1.619 .041 2.85 .019 .872 .026 1.536 .041 2.85 .034 1.179 .026 1.619 -.041 -2.85 .019 .872 .026 1.536 -.041 2.85 .034 1.179 .026 1.619 .041 2.85 .019 .872 .026 1.536 .041 -2.85 .034 1.179 .026 1.619 -.041 2.85 .019 .872 .055 3.914 .071 -3.357 .043 3.779. .055 3.996 .071 -3.357 -.049 1.362 .026 1.536 .041 -2.85 .034 -1.179 .026 1.619 .041 -2.85 .019 .872 .026 -1.536 .041 2.85 .034 1.179 .026 1.619 .041 2.85 .019 .872 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 262 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 290061 290101 1290111 43 29015 29016 44 290201 290211 45 290251 290261 46 290301 29031 47 29035 290361 48 290401 290411 49 29045 29046 50 29050 29051 51 29055 29056 52 29060 29061 53 29065 129066 54 29070 129071 55 29075 129076 56 29080 129081 57 29085 1 29086 58 129090 129091 59 29095 29096 60 29100 29101 61 29105 29106 62 29110 29111 63 29115 29116 64 29120 29121 65 29125 29126 66 29130 29131 67 29135 29136 68 29140 29141 69 29145 LC Member Label 42 1 M82 M82. M82 M82 MR2 M82 M82 M82 M82 M82 MR? MR? M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 M82 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial kl .026 .026 .026 .026 .055 .055 .026 .026 .026 .026 .026 .026 .026 .026 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .033 .033 .761 .761 .143 .143 .651 .651 .019 .019 .019 ..019 .019 .019 .019 .019 .069 .069 v Shear,Lk_1 1.536 1.619 1.536 1.619 3.914 -3.996 1.536 1.619 1.536 1.619 1.536 1.619 1.536 1.619 3.914 3.996 -3.914 3.996 3.914 3.996 3.914 -3.996 3.914 3.996 3.914 -3.996 3.914 3.996 3.914 3.996 3.914 3.996 3.914 -3.996 3.914 -3.996 -3.914 -3.996 3.995 4.078 3.765 3.848 -3.832 3.915 4.062 -4.145 1.152 1.214 1.152 1.214 1.152 1.214 1.152 1.214 1.233 1.295 z Shearfkl .041 .041 .041 .041 .071 .071 .041 .041 .041 .041 .041 .041 .041 .041 .071 .071 .071 .071 .071 .071 .071 .071 .071 -.071 .071 .071 .071 .071 .071 .071 .071 .071 .071 .071 .071 .071 .071 .071 1.496 1.496 .874 .874 1.355 1.355 1.015 1.015 .031 .031 .031 .031 .031 .031 .031 .031 1. 1.456 456 Torauefk ftl 2.85 -2.85 2.85 2.85 3.357 3.357 2.85 2.85 -2.85 2.85 2.85 2.85 2.85 2.85 3.357 3.357 -3.357 3.357 3.357 3.357 -3.357 -3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 3.357 -3.357 3.357 3.357 -3.357 3.357 3.357 -3.357 -3.357 3.017 3.017 -4.389 4.389 3.697 3.697 2.325 2.325 2.137 2.137 -2.137 2.137 2.137 2.137 -2.137 2:137 1.798 1.798 v -v Momentfk...z -z Momentfk... I .031_ 1.179 1 .019 .872 .034 1.179 .019 .872 .043 3.779 .049 1.362 .034 1.179 .019 .872 .034 1.179 .019 .872 .034 1.179 .019 .872 .034 1.179 .019 .872 043 3.779 .049 1.362 .043 3.779 049 1.362 .043 -3.779 .049 1.362 .043 -3.779 .049 1.362 .043 3.779 .049 1.362 .043 3.779 .049 1.362 .043 3.779 .049 1.362 .043 3.779 .049 1.362 .013 3.779 .049 1.362 .043 3.779 .049 1.362 .043 3.779 .049 1.362 .043 -3.779 049 1.362 .972 3.969 .973 1.278 .288. -4.268 .847 .681 .8RR_ 3.589 .875 1.447 .374 -3.291 946 2.044 .026 .884 .015 .654 .026 .884 .015 .654 .026 .884 .015 .654 .026 -.884 .015 .654 .955 1.074 ,938 .569 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 263 1 i 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 29146 29150 29151 29155 29156 29160 29161 29165 29166 29170 29171 29175 29176 29180 29181 29185 29186 29190 29191 29195 29196 29200 29201 29205 29206 29210 29211 29215 29216 29220 29221 29225 29226 29230 29231 29235 29236 29240 29241 29245 29246 29250 29251 29255 29256 29260 29261 29265 29266 29270 29271 29275 29276 29280 29281 29285 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label Sec M82 1 5 M82 1 M82 1 5 M83 1 5 M83 1 5 1 5 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .725 .725 .108 .108 .687 -.687 0 0 .006 006 .017 .017 .006 .006 .006 .006 .006 .006 .011 .011 .011 .011 .011 -.011 .123 .123 .43 .43 .135 .135 .417 .417 .108 .108 .307 .307 .085 .085 .329 .329 .108 .108 .307 .307 .085 .085 .329 .329 .108 .108 .307 .307 .085 .085 .329 .329 v Shearfkl 1.004 I .913 1.066 I .913 1.071 1.394 1.133 1.394 1 301 .975 1.363 .975 0 0 0 0 1.031 .044 1.102 .044 3.034 .169 3.104 .169 1.031 .044 1.102 .044 1.031 .044 1.102 .044 1.031 .044 1.102 .044 2.533 .137 2.604 .137 2.533 .137 -2.604 .137 2.533 .137 2.604 .137 .69 1.963 .761 1.963 .018 -.639 .088 .639 1.372 1.876 1.443 1.876 2.044 .726 -2.115 .726 -2.277 1.577 2.348 1.577 1.773 .375 1.844 .375 2.789 -1.302 -2.859 1.302 3.293 .649 3.364 .649 2.277 1.577 2.348 1.577 1.773 .375 1.844 .375 2.789 -1.302 -2.859 1.302 3.293 .649 3.364 .649 2.277 1.577 -2.348 1.577 1.773 .375 1.844 .375 2.789 1.302 2.859 -1.302 3.293 .649 -3.364 .649 z Shearfkl Torauefk ftl v v Momentfk...z z I 3.169 .305 I -3.169 .882 I 2.477 .903 I 2.477 .909 1.106 .357 1.106 .911 O 0 O 0 2.339 .023 2,339 .035 2.223 .218 2.223 .006 2.339 .023 2.339 .035 2.339 .023 2.339 .035 2.339 .023 2.339 .035 2.252 .17 2.252 .013 2.252 .17 2.252 .013 2.252 .17 2.252 .013 1.908 1.148 1.908 1.463 1.579 1.415 1.579 .565 2.769 1.102 2.769 1.393 3.098 -1.461 3.098 .495 1.929 1.013 1.929 1.084 1.682 .909 1.682 .411 2.575 .674 2.575 1.058 2.822 1.248 2.822 .384 1.929 1.013 1.929 1.084 1.682 .909 1.682 .411 2.575 .674 2.575 1.058 2.822 1.248 2.822 .384 1.929 1.013 1.929 1.084 1.682 .909 1.682 .411 2.575 .674 2.575 1.058 2.822 1.248 2.822 -.384 Momentfk.. 1.373 .028 .694 .738 .396 1.335 0 0 .577 1.995 1.212 5.294 .577 1.995 .577 1.995 .577 1.995 1.053 4.469 1.053 4.469 1.053 4.469 .552 1.51 1.284 1.354 .602 2.474 .129 2.637 1.035 4.11 1.583 3.988 1.072 4.828 .523 4.95 1.035 4.11 1.583 3.988 1.072 4.828 .523 4.95 1.035 4.11 1.583 3.988 1.072 4.828 .523 4.95 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 264 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 29286 29290 29291 29295 29296 29300 29301 29305 29306 29310 29311 29315 29316 29320 29321 29325 29326 29330 29331 29335 29336 29340 29341 29345 29346 29350 29351 29355 29356 29360 29361 29365 29366 29370 29371 29375 29376 29380 29381 29385 29386 29390 29391 29395 29396 29400 29401 29405 29406 29410 29411 29415 29416 29420 29421 29425 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 I 5 I Axialfkl v Shearfkl z Shearfkl .125 .277 1.946 .125 .32 1.946 .427 .395 .656 .427 .352 .656 .133 .96 1.893 .133 1.002 1.893 .42 1.632 .709 42 1.674 .709 .009 1.444 .061 .009 1.542 .061 .03 -4.441 .252 .03 -4.526 .252 .03 -4.441 .252 .03 4.526 .252 .03 -4.441 .252 .03 -4.526 .252 .004 2.239 .115 .004 2.323 .115 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 -.004 2.239 .115 .004 2.323 .115 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322. .052 -.004 2.239 .115 .004 2.323 .115 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 .008 1.322 .052 .008 1.237 .052 ..008 1.322 .052 .004 2.239 .115 .004 2.323 .115 .004 -2.239 .115 004 -2.323 .115 .004 2.239 .115 .004 -2.323 .115 .004 -2.239 .115 .004 -2.323 .115 004 2.239 .115 .004 2.323 .115 Tor ue k ft v Momentfk...z z Momentrk... .973 -1.139 .321 I .973 1.449 .719 .644 1.424 1.053 .644 .551 .556 1.834 1.111 .371 1.834 -1.407 1.676 2.163 1.452 .36 2163 .509 1.838 3.274 -.032 .808 3.274 .049 2.794 2.622 .34 1.708 2.622 .004 7.672 2.622 -.34 1.708 2.622 .004 7.672 2.622 .34 1.708 2.622 .004 7.672 2.749 .125 1.01 2.749 .028 4.044 2.806 .028 .693 2.806 .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.749 .125 1.01 2.749 .028 4.044 2.806 .028 .693 2.806 .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.806 .028 693 2.806 .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.749 .125 1.01 2.749 I .028 4.044 2.806 I .028 .693 2.806 .042 2.395 2.806 .028 .693 2.806 I .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.806 .028 .693 2.806 .042 2.395 2.749 .125 1.01 2.749 .028 4.044 2.749 .125 1.01 2.749 .028 4.044 2.749 .125 1.01 2.749 .028 4.044 2.749 .125 1.01 2.749 .028 4.044 2.749 .125 1.01 2.749 .028 4.044 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 265 1 1 1 1 1 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 29426 29430 29431 29435 29436 29440 29441 29445 29446 29450 29451 29455 29456 29460 29461 29465 29466 29470 29471 29475 29476 29480 29481 29485 29486 29490 29491 29495 29496 29500 29501 29505 29506 29510 29511 29515 29516 29520 29521 29525 29526 29530 29531 29535 29536 29540 29541 29545 29546 29550 29551 29555 29556 29560 29561 29565 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M83 M84 M84 M84 M84 M84 M84 M84 M84 M84 Sec Axialfkl 1 .004 5 .004 1 .004 5 .004 1 .004 5 .004 1 .004 5 .004 1 .004 5 .004 1 .004 5 .004 1 .004 5 .004 1 .188 5 .188 1 .601 5 .601 1 .18 5 .18 1 .609 5 .609 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .006 5 .006 1 .179 5 .179 1 .611 5 .611 1 .19 5 .19 1 .6 5 .6 1 0 5 0 1 .015 5 .015 1 .114 5 .114 1 .015 5 .015 1 .015 5 .015 1 .015 5 .015 1 .089 5 .089 1 .089 5 .089 1 .089 5 .089 v Shearfkl 2.239 2.323 -2.239 2.323 -2.239 2.323 2.239 -2.323 2.239 -2.323 2.239 2.323 2.239 2.323 1.751 1.836 .791 .876 -2.726 2.811 -3.686 -3.771 .928 .992 .928 .992 .928 .992 -.928 .992 .441 .504 .52 .456 1.415 1.479 -2.376 -2.439 0 0 1.071 .714 5.176 -4.046 1.071 .714 1.071 .714 1.071 -.714 4.15 3.213 4.15 -3.213 4.15 3.213 z Shearfkl .115 .115 .115 .115 .115 .115 .115 .115 .115 .115 .115 .115 .115 .115 2.857 2.857 .86 .86 -2.627 2.627 1.09 1.09 .039 .039 .039 .039 .039 .039 .039 .039 2.781 2.781 .936 .936 2.703 2.703 1.014 1.014 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.749 2.134 2.134 1.664 1.664 3.364 3.364 3.834 3.834 2.105 2.105 2.105 2.105 2.105 2.105 2.105 2.105 1.49 1.49 1.02 1.02 2.72 2.72 3.19 3.19 0 0 .001 .001 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 .125 .028 .125 .028 .125 .028 .125 .028 .125 .028 .125 .028 .125 .028 1.732 2.068 1.929 .785 1.482 2.013 2.18 .73 .021 .032 .021 .032 .021 .032 .021 .032 1.628 2.072 2.034 .789 1.586 2.009 2.075 .726 0 0 0 .004 .007 .001 0 .004 0 .004 0 .004 .005 .002 .005 .002 .005 .002 1.01 4.044 1.01 4.044 1.01 4.044 1.01 4.044 1.01 4.044 1.01 4.044 1.01 4.044 .975 3.36 2.019 3.128 1.045 4.727 0 4.96 .519 1.796 .519 1.796 .519 1.796 .519 1.796 .484 1.112 1.529 .88 .555 2.48 .49 2.712 0 0 2.141 .14 7.224 .897 2.141 .14 2.141 .14 2.141 .14 5.953 .707 5.953 .707 5.953 .707 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 266 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 29566 29570 29571 29575 29576 29580 29581 29585 29586 29590 29591 29595 29596 29600 29601 29605 29606 29610 29611 29615 29616 29620 29621 29625 29626 29630 29631 29635 29636 29640 29641 29645 29646 29650 29651 29655 29656 29660 29661 29665 29666 29670 29671 29675 29676 29680 29681 29685 29686 29690 29691 29695 29696 29700 29701 29705 LC Member Label 1011 M84 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 I 5 I 1 I 5 I 1 5 1 I 5 I 1 I 5 I 1 I 5 I 1 I 5 I 1 I 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .042 .042 1.381 1.381 .072 .072 1.35 1.35 .046 .046 1.113 1.113 .132 .132 .935 .935 .046 .046 1.113 1.113 .132 .132 .935 .935 .046 .046 1.113 1.113 .132 .132 .935 .935 .048 .048 1.375 1.375 .066 .066 1.356 1.356 .021 .021 .176 .176 .176 .176 .176 .176 .067 .067 .018 .018 .018 .018 .018 .018 v Shearfkl 1.056 .729 1.24 .544 1.086 .698 .902 .883 4.138 -3.224 4.277 3.086 4.161 -3.202 4.023 3.34 4.138 -3.224 4.277 3.086 4.161 -3.202 4.023 -3.34 4.138 -3.224 4.277 3.086 4.161 -3.202 4.023 3.34 627 .443 .812 .259 .658 .413 .473 .597 1.499 .999 7.853 -6.188 7.853 -6.188 7.853 -6.188 3.338 -2.523 1.285 .856 1.285 .856 1.285 .856 z Shearfkl .037 .037 .033 .033 .036 .036 .032 .032 .028 .028 .025 .025 .027 .027 .024 .024 .028 .028 .025 .025 .027 .027 .024 .024 .028 .028 .025 .025 .027 .027 .024 .024 .037 .037 .033 .033 .036 .036 .032_ .032 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 0 0 Torauefk ftl .001 .001 0 0 .001 .001 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 v v Momentfk...z z Momentfk.. .12 I 1:923 .292 I .091 .159 I 3.39 .207 I .507 .12 2.359 .284 .188 .159 I .892 .199 I .786 .095 5.789 .218 .671 .125 6.89 .154 .222 .084 6.116 .214 .744 .114 5.016 .15 1.193 .095 5.789 .218 .671 .125 6.89 .154 .222 .084 6.116 .214 .744 .114 5.016 .15 1.193 .095 5.789 .218 .671 .125 6.89 .154 .222_ .084 6.116 .214 .744 .114 5.016 .15 1.193 12 1.066 .29 .035 .159 2.533 .205 .563 12 1.502 .286 .132 .159 .035 .201 .731 0 2.997 .005 .195 .011 10.701 0 1.379 .011 10.701 0 1.379 .011 10.701 0 1.379 .004 5.11 .003 .546 0 2.569 .004 .167 0 2.569 .004 .167 0 2.569 .004 .167 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 267 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 297061 38 297101 297111 39 297151 297161 40 29720 29721 41 29725 29726 42 29730 29731 43 29735 29736 44 29740 29741 45 29745 29746 46 29750 29751 47 29755 29756 48 29760 29761 49 29765 29766 50 29770 29771 51 29775 29776 52 29780 29781 53 29785 29786 54 29790 29791 55 29795 29796 56 29800 29801 57 29805 29806 58 29810 29811 59 29815 29816 60 29820 29821 61 29825 29826 62 29830 29831 63 29835 29836 64 29840 29841 65 29845 Member Label M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 M84 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk... .018 I 1.285 0 .002 0 I 2.569 .018 I .856 0 .002 .004 .167 .067 I 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .018 1.285 0 .002 0 2.569 .018 -.856 0 .002 .004 .167 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .018 1.285 0 .002 0 2.569 .018 .856 0 .002 .004 .167 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 -2.523 0 0 .003 .546 .067 3.338 0 .0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 -2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 -.004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 2.523 0 0 .003 .546 .067 3.338 0 0 .004 5.11 .067 -2.523 0 0 .003 .546 .014 3.316 .053 0 .174 4.799 .014 -2.544 .053 0 .415 .477 2.018 3.579 .047 0 .231 6.895 2.018 2.281 .047 0 .293 .378 .149 3.359 .051 0 .167 5.422 .149 -2.501 .051 0 .408 .615 I 1.883 3.096 .046 .002 .223 3.326 1.883 2.764 .046 .002 .287 1.47 .014 .964 0 .001 0 1.927 .014 -.642 0 .001 .003 .126 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 268 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 298461 66 29850 29851 67 29855 29856 68 29860 29861 69 29865 29866 70 29870 29871 71 29875 29876 72 29880 298811 1 298851 298861 2 298901 29891 3 29895 29896 4 29900 29901 5 29905 29906 6 29910 29911 7 29915 29916 8 29920 29921 9 29925 29926 10 29930 29931 11 29935 29936 12 29940 29941 13 29945 29946 14 29950 29951 15 29955 29956 16 29960 29961 17 29965 29966 18 29970 29971 19 29975 29976 29980 29981 21 29985 20 Member Label M84 M84 M84 M84 M84 M84 M84 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .014 .014 .014 .014 .014 .014 .068 .068 1.964 1.964 .095 .095 1.937 1.937 0 0 .003 .003 .014 .014 .003 .003 .003 .003 .003 .003 .011 .011 .011 :011 .011 .011 .008 .008 1.888 1.888 .003 -.003 1.893 1.893 .015 .015 1.407 1.407 .007 .007 1.429 1.429 .015 .015 1.407 1.407 .007 .007 1.429 1.429 v Shearfkl .964 .642 .964 .642 .964 .642 .942 .664 1.206 .4 .985 .621 .722 .884 0 0 .054 .902 1.056 3.299 .054 .902 .054 .902 .054 -.902 .778 2.7 .778 2.7 .778 2.7 .033 .881 .149 .996 .075 .923 .04 .807 .794 2.684 .707 2.771 .762 2.716 .849 2.629 .794 2.684 .707 2.771 .762 2.716 .849 2.629 z Shearfkl 0 0 0 0 0 0 .052 .052 .046 046 .052 .052 .046 .046 0 0 .001 .001 0 0 .001 .001 .001 .001 .001 -.001 0 0 0 0 0 0 .087 .087 .096 .096 .085 .085 .099 .099 .064 .064 .073 .073 .064 .064 .073 .073 .064 .064 .073 .073 .064 .064 .073 .073 Torauerk ftl y Momentrk..z z Momentrk.. .001 .001 .001 .001 .001 .001 .001 .001 0 0 .001 .001 .002 .002 0 0 0 0 .004 .004 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .015 .015 0 0 .016 .016 0 0 .009 -.009 .003 .003 .015 .015 .003 .003 .009 .009 .003 .003 .015 .015 .003 .003 0 .003 0 .003 0 .003 .171 .415 .227 .293 .171 .408 .227 .287 0 0 .008 .001 .002 .005 .008 .001 .008 .001 008 .001 .004 .004 .004 .004 .004 .004 .394 .076 .439 .081 .378 .078 .455 .079 .293 .054 .332 .064 .286 .062 .339 .056 .293 .054 .332 .064 -.286 .062 .339 .056 1.927 .126 1.927 .126 1.927 .126 1.615 .056 3.711 .799 2.238 .195 .142 1.05 0 0 -.008 2.129 .046 2.889 .008 2.129 .008 2.129 .008 2.129 .032 2.699 .032 2.699 .032 2.699 .011 2.011 .325 2.973 .006 2.247 .342 1.285 .03 2.611 .282 3.332 .034 2.788 .218 2.066 .03 2.611 .282 3.332 .034 2.788 .218 2.066 RISA -3D Version 8.0 3 [TA. 1. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 269 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 29986 29990 29991 29995 29996 30000 30001 30005 30006 30010 30011 30015 30016 30020 30021 30025 30026 30030 30031 30035 30036 30040 30041 30045 30046 30050 30051 30055 30056 30060 30061 30065 30066 30070 30071 130075 30076 30080 30081 130085 30086 30090 30091 30095 30096 30100 30101 30105 30106 30110 30111 30115 30116 30120 30121 30125 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label Sec M85 1 5 M85 1 5 M85 1 5 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .015 .015 1.407 1.407 .007 .007 1.429 1.429 .007 .007 1.889 1.889 .004 .004 1.892 1.892 .004 .004 .021 .021 .021 .021 .021 .021 .009 .009 .003 .003 .003 .003 .003 .003 .003 .003 .009 .009 .003 .003 .003 .003 .003 .003 .003 .003 .009 .009 .003 .003 .003 .003 .003 .003 .003 .003 .009 .009 v Shearfkl .794 2.684 .707 2.771 .762 -2.716 .849 -2.629 .011 .52 .127 .636 .054 .562 .062 .447 .076 1.263 1.711 -4.918 1.711 -4.918 1.711 -4.918 .49 2.281 .065 1.082 .065 1.082 .065 1.082 .065 1.082 .49 -2.281 .065 1.082 .065 1.082 .065 1.082 .065 1.082 .49 2.281 .065 1.082 .065 1.082 .065 1.082 .065 1.082 .49 2.281 z Shearfkl .064 .064 .073 .073 .064 .064 .073 .073 -.087 .087 .097 .097 :085 .085 .098 .098 .002 .002 .001 .001 .001 .001 .001 .001 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .002 -.002 .002 .002 .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0. Torauefk -ftl v -v Momentfk...z -z Momentfk... 1 .009 .009 .003 .003 .015 .015 .003 .003 -.016 -.016 0 0 .016 .016 0 0 0 0 .006 .006 .006 .006 .006 .006 .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .293 .054 .332 .064 .286 .062 .339 .056 .391 .076 .442 .08 .381 .078 .452 .079 .011 .002 0 .007 0 .007 0 .007 .007 .003 .01 .001 .01 .001 .01 .001 .01 .001 .007 .003 .01 .001 .01 .001 .01 .001 .01 .001 .007 .003 .01 .001 .01 .001 .01 .001 .01 .001 .007 .003 .03 2.611 .282 3.332 .034 2.788 .218 2.066 .008 1.16 .329 2.121 .002 1.395 .339 .433 .012 2.981 .076 3.771 .076 3.771 .076 3.771 .017 2.935 .01 2.555 .01 2.555 .01 2.555 .01 2.555 .017 2.935 .01 2.555 .01 2.555 .01 2.555 .01 2.555 .017 2.935 .01 2.555 .01 2.555 .01 2.555 -.01 2.555 .017 2.935 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 270 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 301261 50 301301 30131 51 30135 30136 52 30140 30141 53 30145 30146 54 30150 30151 55 30155 30156 56 30160 30161 57 30165 30166 58 30170 30171 59 30175 30176 60 30180 30181 61 30185 30186 62 30190 30191 63 30195 30196 64 30200 30201 65 30205 30206 66 30210 30211 67 30215 30216 68 30220 30221 69 30225 30226 70 30230 30231 71 30235 30236 72 30240 30241 1 30245 30246 2 30250 30251 3 30255 130256 4 130260 130261 5 130265 Member Label M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M85 M86 M86 M86 M86 M86 Sec Axialfkl v Shearfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .016 .016 2.692 2.692 .001 .001 2.709 2.709 .002 .002 .002 .002 .002 .002 .002 .002 .01 .01 2.698 2.698 .005 .005 2.703 2.703 0 0 .067 .067 .03 .03 .067 .067 .067 .067 .49 -2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .49 2.281 .52 2.25 .355 2.416 .46 2.311 .625 2.146 .049 .812 .049 .812 -.049 .812 -.049 .812 .018 .781 .184 .947 .079 .842 .086 .677. 0 0 5.759 5.69 5.228 5.159 5.759 5.69 5.759 5.69 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .123 .123 .139 .139 .122 .122 .14 .14 .001 .001 .001 .001 .001 .001 .001 .001 .124 .124 .138 .138 .121 .121 .14 .14 0 0 .05 .05 .009 .009 05 -.05 .05 .05 Torauefk -ftl v -v Momentfk...z -z .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .02 .02 .002 .002 .025 .025 .002 .002 0 0 0 0 0 0 0 0 .022 .022 0 0 .023 .023 0 0 0 0 1.895 1.895 2.33 -2.33 1.895_ 1.895 1.895 1.895 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .007 .003 .558 .107 .632 .117 .545 .113 .645 .111 .007 0 .007 0 .007 0 .007 0 .559 .109 .631 .115 .545 .111 :646 .113 0 0 .041 .024 .034 .046 .041 .024 .041 .024 Momentfk... .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .017 2.935 .013 2.767 .494 4.141 .021 3.103 .46 1.729 .008 1.916 .008 1.916 .008 1.916 .008 1.916 .012 1.748 .469 3.172 .004 2.085 .484 .71 0 0 8.31 _869 7.803 1.052 I 8.31 .869 8.31 .869 I RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 271 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 302661 6 302701 302711 7 302751 30276 8 30280 30281 g 30285 30286 10 30290 30291 11 30295 30296 12 30300 30301 13 30305 30306 14 30310 30311 15 30315 30316 16 30320 30321 17 30325 30326 18 30330 30331 19 30335 30336 20 30340 30341 21 30345 30346 22 30350 30351 23 30355 30356 24 30360 30361 25 30365 30366 26 30370 30371 27 30375 30376 28 30380 30381 29 30385 30386 30 30390 30391 31 30395 30396 32 30400 30401 33 30405 Member Label M86 I 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I Torauefk -ftl v -v Momentfk...z -z Momentfk... Axialfkl v Shearfkl z Shearfkl .067 I 5.759 .05 1.895 .041 8.31 .067 I 5.69 .05 1.895 .024 .869 .04 5.361 .005 2.221 .036 7.93 .04 I 5.292 .005 2.221 .029 1.006 .04 I 5.361 .005 2.221 .036 7.93 .04 5.292 .005 2.221 .029 1.006 .04 5.361 .005 2.221 .036 7.93 .04 5.292 .005 2.221 .029 1.006 .018 5.449 2.35 2.186 1.049 8.003 .018 5.38 2.35 2.186 2.006 .964 5.778 8.137 2.536 -2.413 1.026 10.612 5.778 8.068 2.536 2.413 2.27 .078 .116 6.069 2.25 1.603 .967 8.617 .116 6 2.25 1.603 1.958 .773 5.643 3.38 2.636 1.376 1.108 6.009 5.643 3.311 2.636 1.376 2.319 1.659 .003 5.128 1.73 -2.44 .792 7.7 .003 5.059 1.73 2.44 1.458 1.078 4.322 7.145 1.934 2.61 .764 9.656 4.322 7.076 1.934 2.61 1.75 .413 .077 5.593 1.719 2.003 .72 8.16 .077 5.524 1.719 2.003 1.515 .934 -4.243 3.577 -1.945 1.832 .836 6.204 4.243 3.508 1.945 1.832 1.692 1.599 .003 5.128 1.73 -2.44 .792 7.7 .003 5.059 1.73 2.44 1.458 1.078 4.322 7.145 1.934 -2.61 .764 9.656 4.322 7.076 1.934 -2.61 1.75 .413 .077 5.593 1.719 2.003 .72 8.16 .077 5.524 1.719 2.003 1.515 .934 -4.243 3.577 1.945 1.832 .836 6.204 4.243 3.508 1.945 1.832 1.692 1.599 .003 5 :128 1.73 2.44 .792 7.7 .003 5.059 1.73 2.44 1.458 1.078 4.322 7.145 1.934 2.61 .764 9.656 4.322 7.076 1.934 2.61 1.75 .413 .077 5.593 1.719 -2.003 .72 8.16 .077 5.524 1.719 -2.003 1.515 .934 -4.243 3.577 1.945 1.832 .836 6.204 -4.243 3.508 1.945 1.832 1.692 1.599 -.009 3.145 -2.33 1.428 1.033 4.679 .009 3.104 -2.33 1.428 1:996 .617 5.751 5.834 2.556 1.655 1.042 7.287 5.751 5.792 2.556 1.655 2.28 .27 .09 3.765 2.27 .845 .983 5.293 .09 3.724 2.27 .845 1.967 .425 5.67 1.077 2.616 .618 1.091 2.685 5.67 1.035 2.616 .618 -2.309 1.312 .094 8.062 .07 2.653 .057 11.634 .094 7.966 .07 2.653 .034 1.216 .022 6.061 .035 2.97 .038 9.161 .022 5.979 .035 -2.97 .084 1.335 .022 6.061 .035 -2.97 .038 I 9.161 .022 5.979 .035 -2.97 .084 I 1.335 .022 6.061 .035 2.97 .038 I 9.161 .022 5.979 .035 2.97. .084 I 1.335 RISA Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 272 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Section Forces (Continued) LC 304061 34 304101 30411 35 30415 30416 36 30420 30421 37 30425 30426 38 30430 30431 39 30435 30436 40 30440 30441 41 30445 30446 42 30450 30451 43 30455 30456 44 30460 30461 45 30465 304661 46 304701 30471 47 30475 30476 48 30480 30481 49 30485 30486 50 30490 30491 51 30495 30496 52 30500 30501 53 30505 30506 54 30510 30511 55 30515 30516 56 30520 30521 57 30525 30526 58 30530 30531 59 30535 30536 60 30540 30541 61 30545 Member Label MR6 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 MR6 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 Sec Axialf� 1 I .062 5 .062 1 .081 5 .081 1 .081 5 .081 1 .081 5 .081 1 .081 5 .081 1 .062 5 .062 1 .081 5 .081 1 .081 5 .081 1 .081 5 .081 1 .081 5 .081 1 .062 5 .062 1 .081 5 .081 1 .081 5 .081 1 .081 5 .081 1 .081 5 .081 1 .062 5 .062 1 -062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .062 5 .062 1 .008 5 .008 Barker Support v ShearEkkL 6.645 6.562 6.911 6.828 6.911 6.828 6.911 6.828 6.911 6.828 6.645 6.562 6.911 6.828 6.911 6.828 6.911 6.828 6.911 6.828 6.645 6.562 6.911 6.828 6.911 6.828 6.911 6.828 6.911 6.828 6.645 6.562 6.645 6.562 6.645 6.562 6.645 6.562 6.645 6.562 6.645 6.562 6.645 6.562 -6.645 6.562 6.645 6.562 6.645 6.562 6.645 6.562 6.645 6.562 6.203 6.12 z Shearrkl .03 .03 .06 .06 .06 .06 .06 .06 .06 .06 .03 .03 .06 .06 .06 .06 .06 .06 .06 .06 .03 .03 .06 .06 .06 .06 .06 .06 .06 .06 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 -.03 .03 3.316 -3.316 Checked By Torauerk ftl y v Momentrk...z z Momentrk... -2.491 .046 9.719 I -2.491 .006 1.134 274 .049 9.972 274 .029 1 .042 -2.274 .049 9.972 2 .029 1.042 2.274 .049 9.972 2.274 .029 1.042 2.274 .049 9.972 2.274 .029 1.042 2.491 .046 9.719 2.491 .006 1.134 2.274 .049 9.972 2.274 .029 1.042 2.274 .049 9.972 2.274 .029 1.042 2.274 .049 9.972 2.274 .029 1.042 2_. 271 .049 9.972 2.274 .029 1.042 ?.191 .046 9.719 2.491 .006 1.134 2 974 .049 9.972 2. ?74 .029 1.042 2.274 .049 9.972 2.274 .029 1.042 2.274 .049 9.972 2.274 .02_9 1.042 2.274 -049 9.972 2.274 .029 1.042 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.491 .046 9.719 2.491 .006 1.134 2.907 1.486 9.28 2.907 2.825 1.271 RISA -3D Version 8.0 3 [T \Calcs Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 273 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 130546 130550 130551 130555 130556 130560 130561 130565 30566 30570 130571 30575 30576 30580 30581 30585 30586 30590 30591 30595 30596 30600 30601 30605 30606 30610 30611 30615 30616 30620 30621 30625 30626 30630 30631 30635 30636 30640 30641 30645 30646 30650 30651 30655 30656 30660 30661 30665 30666 30670 30671 30675 30676 30680 30681 30685 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I 1 Member Label M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M86 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 I 1 Sec Axialfkl 1 8.22 5 8.22 1 .133 5 .133 1 -8.096 5 -8.096 1 .06 5 .06 1 .06 5 .06 1 .06 5 .06 1 .06 5 .06 1 .01 5 .01 1 8.218 5 8.218 1 .131 5 .131 1 -8.097 5 -8.097 1 0 5 0 1 .073 5 .073 1 .113 5 .113 1 :073 5 .073 1 .073 5 .073 1 .073 5 .073 1 .103 5 .103 1 .103 5 .103 1 .103 5 .103 1 .123 5 .123 1 -6.55 5 -6.55 1 .024 5 .024 1 6.697 5 6.697 1 .141 5 .141 1 -4.865 5 -4.865 1 .066 5 .066 1 5.071 5 5.071 Torauefk -ftl v -v Momentfk...z -z Momentfk... v Shearfkl z Shearfkl 10.043 3.663 -3.232 1.478 13.006 9.96 3.663 -3.232 3.284 .004 7.088 3.255 2.075 1.394 10.158 7.005 3.255 2.075 2.838 .997 3.248 -3.724 1.751 1.57 6.431 3.165 -3.724 1.751 -3.272 2.263 5.183 -.045 1.705 .037 7.479 5.121 .045 1.705 .022 .782 5.183 .045 -1.705 .037 7.479 5.121 -.045 -1.705 .022 .782 5.183 .045 1.705 .037 7.479 5.121 -.045 1.705 .022 .782 5.183 .045 1.705 .037 7.479 5.121 -.045 1.705 .022 .782 4.74 3.331 -2.121 1.477 7.04 4.678 3.331 2.121 2.853 .918 8.581 3.649 2.446 1.487 10.767 8.519 3.649 -2.446 3.256 .348 5.626 3.241 1.289 1.403 7.918 5.564 3.241 1.289 2.81 .645 1.785 -3.739 -.965 1.561 4.192 1.723 -3.739 -.965 3.3 1.911 0 0 0 0 0 0 0 0 0 0 5.376 .043 1.306 .02 .874 -5.447 .043 1.306 .037 8.071 -4.89 .036 1.232 .004 1.147 -4.96 .036 1.232 .052 7.697 -5.376 .043 1.306 .02 .874 -5.447 .043 1.306 .037 8.071 5.376 .043 1.306 .02 .874 -5.447 .043 1.306 .037 8.071 5.376 .043 1.306 .02 .874 5.447 .043 1.306 .037 8.071 -5.011 .037 1.25 .002 1.079 5.082 .037 1.25 .048 7.791 -5.011 .037 1.25 .002 1.079 5.082 .037 1.25 .048 7.791 -5.011 .037 1.25 .002 1.079 -5.082 .037 1.25 .048 7.791 -5.05 2.315 1.632 1.986 .964 -5.12 2.315 1.632 1.093 7.727 3.112 3.36 .922 -3.442 1.602 3.183 3.36 .922 1.027 5.788 5.702 2.229 .979 1.946 .784 -5.773 2.229 .979 1.018 8.415 7.639 -3.274 1.689 3.402 .146 7.71 -3.274 1.689 .952 10.354 -4.766 1.742 1.495 1.477 1.147 -4.837 1.742 1.495 .84 7.533 3.313 2.525 .963 2.568 1.625 -3.384 2.525 .963 .79 6.079 -5.256 -1.667 1.005 1.473 1.011 -5.326 1.667 1.005 .744 8.049 -6.709 -2.45 1.538 2.565 .533 -6.779 2.45 1:538 .694 9.503 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 274 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 30686 30690 30691 30695 30696 30700 30701 30705 30706 30710 30711 30715 30716 30720 30721 30725 30726 30730 30731 30735 30736 30740 30741 30745 30746 30750 30751 30755 30756 30760 30761 30765 30766 30770 30771 30775 30776 30780 30781 30785 30786 30790 30791 30795 30796 30800 30801 30805 30806 30810 30811 30815 30816 30820 30821 30825 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl .141 .141 -4.865 -4.865 .066 .066 5.071 5.071 .141 .141 4.865 4.865 .066 .066 5.071 5.071 .094 .094 6.58 6.58 .006 .006 6.668 6.668 .103 .103 .152 .152 .152 .152 .152 .152 .108 .108 .088 .088 .088 .088 .088 .088 .088 .088 .108 .108 .088 .088 .088 .088 .088 .088 .088 .088 .108 .108 .088 .088 4.766 -4.837 3.313 -3.384 5.256 -5.326 6.709 -6.779 -4.766 -4.837 3.313 3.384 5.256 -5.326 -6.709 -6.779 2.899 2.942 .962 1.004 3.552 3.594 5.489 5.531 7.526 7.625 -5.673 5.758 5.673 5.758 5.673 5.758 -6.208 6.293 -6.451 -6.536 -6.451 -6.536 -6.451 -6.536 -6.451 -6.536 -6.208 6.293 -6.451 6.536 6.451 -6.536 -6.451 6.536 6.451 6.536 6.208 -6.293 -6.451 -6.536 z Shearfkl 1.742 1.742 2.525 2.525 1.667 1.667 2.45 2.45 1.742 1.742 2.525 2.525 1.667 1.667 2.45 2.45 2.298 2.298 3.342 3.342 2.246 2.246 -3.291 3.291 .06 .06 .04 .04 .04 .04 .04 .04 .048 .048 .052 .052 .052 .052 .052 .052 .052 :052 .048 .048 .052 .052 .052 .052 .052 .052 .052 .052 .048 .048 .052 .052 Torauefk ftl v v Momentfk...z z Momentfk... 1.495 I 1.495 .963 .963 1 005 1.005 1.538 1.538 1.495 1.495 963 .963 1.005 1.005 1.538 1.538 1.11 1.11 .4 .4 .457 .457 1.167 1.167 1.828 1.828 1.448 1.448 1.448 1.448 1.448 1.448 1.53 1.53 1.567 1.567 1.567 1.567 1.567 1.567 1.567 1.567 1.53 1.53 1.567 1.567 1.567 1.567 1.567 1 567 1.567 1.567 1.53 1.53 1.567 1.567 1.477 .84 2.568 .79 1.473 .744 2 -565 694 1.477 .84 2.568 .79 1.473 .744 2.565 .694 1.978 1.078 -3.434 1.017_ 1.954 1.033 3.41 .967 .028 .052 .015 .068 .015 .068 .015 .068 .012 .052 .024 .045 .024 .045 .024 .045 .024 .045 .012_ .052 .024 .045 .024 .045 .024 .045 .024 .045 -.012 .052 .024 .045 1.147 7.533 1.625 6.079 1.011 8.049 .533 9.503 1.147 7.533 1.625 6.079 1.011 8.049 .533 9.503 .615 4.499 1.252 2.56 .434 5.187 .203 7.125 1.224 11.3 1.486 9.087 1.486 9.087 1.486 9.087 1.186 9.498 1.049 9.685 1.049 9.685 1.049 9.685 1.049 9.685 1.186 9.498 1.049 9.685 1.049 9.685 1.049 9.685 1.049 9.685 1.186 9.498 1.049 -9.685 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 275 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 30826 30830 30831 30835 30836 30840 30841 30845 30846 30850 30851 30855 30856 30860 30861 30865 30866 30870 30871 30875 30876 30880 30881 30885 30886 30890 30891 30895 30896 30900 30901 30905 30906 30910 30911 30915 30916 30920 30921 30925 30926 30930 30931 30935 30936 30940 30941 30945 30946 30950 30951 30955 30956 30960 30961 30965 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M87 M88 Sec Axialfkl 1 .088 5 .088 1 .088 5 .088 1 .088 5 .088 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .108 5 .108 1 .179 5 .179 1 -9.355 5 -9.355 1 .037 5 .037 1 9.571 5 9.571 1 .066 5 .066 1 .066 5 .066 1 .066 5 .066 1 .066 5 .066 1 .137 5 .137 1 -9.397 5 -9.397 1 .005 5 .005 1 9.529 5 9.529 1 I. 0 5 I 0 Momentfk...z -z Momentfk... v Shearfkl z Shearfkl Torauefk -ftl v -v -6.451 .052 1.567 .024 1.049 6.536 .052 1.567 .045 9.685 -6.451 .052 1.567 .024 1.049 6.536 .052 1.567 .045 9.685 -6.451 .052 1.567 .024 1.049 -6.536 .052 1.567 .045 9.685 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 -6.208 .048 1.53 .012 1.186 -6.293 .048 1.53 .052 9.498 6.208 .048 1.53 .012 1.186 6.293 .048 1.53 .052 9.498 -5.742 3.294 1.997 -2.821 1.315 -5.826 3.294 1.997 1.56 9.007 -2.974 4.786 .982 -4.9 2.225 -3.059 4.786 .982 1.465 6.238 -6.674 3.198 1.063 2.797 1.057 -6.759 -3.198 1.063 1.456 9.99 -9.442 -4.69 2.078 4.876 .146 -9.526 -4.69 2.078 1.361 12.759 -4.838 .039 1.175 .018 .787 4.902 .039 1.175 .034 7.264 -4.838 .039 1.175 .018 .787 -4.902 .039 1.175 .034 7.264 -4.838 .039 1.175 .018 .787 -4.902 .039 1.175 .034 7.264 -4.838 .039 1.175 .018 .787 -4.902 .039 1.175 .034 7.264 -4.372 3.285 1.642 2.827 .916 -4.436 3.285 1.642 1.542 6.773 -1.605 4.777 .627 -4.906 1.827 -1.668 4.777 .627 1.447 4.003 -5.305 -3.207 .708 2.791 .658 -5.368 3.207 .708 1.474 7.755 -8.072 -4.699 I 1.723 4.87 .253 -8.136 -4.699 I 1.723 1.38 10.525 0 0 I 0 0. 0 0 0 I 0 0 I 0 RISA -3D Version 8.0 3 [T 1. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 276 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 309661 2 309701 309711 3 309751 309761 4 309801 309811 5 309851 309861 6 309901 309911 7 309951 30996 8 31000 310011 g 31005 31006 10 31010 31011 11 31015 31016 12 31020 31021 13 31025 31026 14 31030 31031 15 31035 31036 16 31040 31041 17 31045 31046 18 31050 31051 19 31055 31056 20 31060 31061 21 31065 31066 22 31070 31071 23 31075 31076 24 31080 31081 25 31085 31086 26 31090 31091 27 31095 31096 28 31100 31101 29 31105 Member Label M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 Sec Axialfkl v Shearfkl z Shearfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 .061 .061 .071 .071 .061 .061 .061 .061 .061 .061 .038 .038 .038 .038 .038 .038 .027 .027 7.373 7.373 .095 .095 7.252 7.252 .064 .064 -5.446 5.446 .013 .013 5.523 5.523 .064 .064 -5.446 5.446 .013 .013 5.523 5.523 .064 .064 5.446 5.446 .013 .013 5.523 5.523 .003 .003 7.349 7.349 .07 .07 7.276 7.276 1.439 .552 2.482 2.124 1.439 .552 1.439 .552 1.439 .552 2.221 1.455 2.221 1.455 2.221 1.455 1.395 .508 1.345 .458 1.483 .596 1.533 .646 2.188 1.488 2.15 1.526 2.254 1.422 2.292 1.384 2.188 1.488 2.15 1.526 2.254 1.422 2.292 1.384 2.188 1.488 2.15 1.526 2.254 1.422 2.292 1.384 .819 .287 .769 .237 .908 .375 .958 .425 .002 .002 .007 .007 .002 .002 .002 .002 .002 .002 .005 .005 .005 .005 .005 .005 .042 .042 .021 .021 .039 .039 .018 .018 .036 .036 .02 02 .025 .025 .009 .009 036 .036 .02 .02 .025 .025 .009 -.009 .036 .036 .02 .02 .025 .025 .009 .009 .041 .041 .021 .021 .039 .039 .019 019 Torauefk ftl .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .008 .008 .003 .003 .017 .017 .006 .006 .005 .005 .003 .003 .013 .013 .005 .005 .005 .005 .003 .003 .013 .013 .005 .005 .005 .005 .003 .003 .013 .013 .005 .005 .01 .01 .001 .001 .015 .015 .004 .004 v v Momentfk...z z Momentfk... .006 6.888 .003. .865 .036 6.958 .001 1.999 .006 6.888 .003 .865 .006 6.888 .003 .865 .006 6.888 .003 .865 .029 6.941 .002 1.716 .029 6.941 .002 1.716 .029 6.941 .002 1.716 -.191 6.605 .04 .826 .07 6.008 .046 .504 .179 7.17 .034 .904 .058 7.768 .041 1.227 .168 6.729 .029 1.687 .077 6.281 .034 1.445 .11 7.153 .026 1.745 .02 7.601 .031 1.987 .168 6.729 .029 1.687 .077 6.281 .034 1.445 .11 7.153 .026 1.745 .02 7.601 .031 1.987 .168 6.729 .029 1.687 .077 6.281 .034 1.445 .11 7.153 .026 1.745 .02 7.601 .031 1.987 .189 3.85 .038 .48 .068 3.253 .045 .158 .182 4.415 .035 .558 .061 5.013 .042 .881 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 277 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 31106 31110 31111 31115 31116 31120 31121 31125 31126 31130 31131 31135 31136 31140 31141 31145 31146 31150 31151 31155 31156 31160 31161 31165 31166 31170 31171 31175 31176 31180 31181 31185 31186 31190 31191 31195 31196 31200 31201 31205 31206 31210 31211 31215 31216 31220 31221 31225 31226 31230 31231 31235 31236 31240 31241 31245 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M88 M88 M88 M88 M88 M88 M88 M88 MRR M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl .085 .085 .138 .138 .138 .138 .138 .138 .007 .007 .073 .073 -.073 -.073 .073 .073 .073 .073 .007 -.007 -.073 .073 .073 .073 .073 .073 .073 .073 007 -.007 .073 .073 .073 .073 .073 .073 .073 -.073 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 -.007 .007 .007 -.007 v Shearfkl 2.014 .773 3.396 -3.619 3.396 -3.619 3.396 -3.619 2.248 .676 1.727 .662 1.727 .662 1.727 .662 1.727 .662 2.248 .676 1.727 .662 1.727 .662 1.727 .662 1.727 .662 2.248 .676 1.727 .662 1.727 .662 1.727 .662 1.727 .662 2.248 .676 2.248 .676 2.248 .676 2.248 -.676 2.248 .676 2.248 .676 2.248 .676 2.248 .676 2.248 .676 z Shearfkl Torauerk ftl v v Momentfk...z z .002 .006 .008 .002 .006 .004 .01 .005 .056 .01 .005 0 .01 .005 .056 .01 .005 0 .01 .005 .056 .01 .005 0 .005 .005 .022 .005 .005 .003 .002 .005 .007 .002 .005 .003 .002 .005 .007 .002 .005 _003 .002 .005 .007 .002 .005 .003 .002 .005 .007 .002 .005 .003 .005 .005 .022 .005 .005 .003 .002 .005 .007 .002 .005 .003 002 .005 .007 .002 .005 .003 .002 .005 .007. .002 .005 .003 .002 .005 -.007 .002 .005 .003 .005 .005 .022 .005 .005 .003 .002 .005 .007 .002 .005 .003 .002 .005 .007 .002 .005 .003 .002 .005 .007 .002 .005 .003 .002 .005 .007 .002 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003 .005 .005 .022 .005 .005 .003. Momentfk... 9.643 1.211 8.378 2.853 8.378 2.853 8.378 2.853 8.301 1.605 8.265 1.038 8.265 1.038 8.265 1.038 8.265 1.038 8.301 1.605 8.265 1.038 8.265 1.038 8.265 1.038 8.265 1.038 8.301 1.605 8.265 1.038 8.265_ 1.038 8.265 1.038 8.265 1.038 8.301 1.605 8.301 1.605 8.301 1.605 8.301 1.605 8.301 1.605 8.301 1.605 8.301 1.605 8.301 1.605 8.301 I 1.605 I RISA -3D Version 8.0 3 _[T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 278 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 31246 31250 31251 31255 31256 31260 31261 31265 31266 31270 31271 31275 31276 31280 31281 31285 31286 31290 31291 31295 31296 31300 31301 31305 31306 31310 31311 31315 31316 31320 31321 31325 31326 31330 31331 31335 31336 31340 31341 31345 31346 31350 31351 31355 31356 31360 31361 31365 31366 31370 31371 31375 31376 31380 31381 31385 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M88 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 .5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1. 5 1 5 1 5 1 5 Axialfkl .007 .007 .007 .007 .007 .007 .041 .041 10.454 10.454 .055 .055 10.44 10.44 .055 .055 .055 .055 .055 .055 .055 .055 .007 .007 10.501 10.501 .103 -.103 10.392 10.392 0 0 .011 .011 .023 .023 :011 .011 .011 .011 .011 .011 .014 .014 .014 .014 .014 .014 .01 .01 1.286 1.286 .012 .012 1.264 1.264 v Shearfkl 2.248 .676 2.248 .676 2.248 -.676 2.185 .739 2.113 .81 2.311 .612 2.383 .541 1.295 .497 1.295 .497 1.295 .497 1.295 .497 1.232 .433 1.16 .362 1.358 .56 1.43 .631 0 0 .275 1.586 1.984 -4.495 .275 1.586 .275 1.586 .275 1.586 1.419 -3.768 1.419 3.768 1.419 -3.768 .38 1.69 .115 1.425 .171 1.481 .436 1.746 z Shearfkl .005 .005 .005 .005 .005 .005 .062 .062 .033 .033 .053 .053 .024 .024 .001 .001 .001 .001 .001 .001 .001 .001 .059 .059 .029 .029 .056 .056 .027 .027 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 .076 .076 .064 .064 .076 .076 .065 .065 Torauefk ftl v v Momentfk...z z Momentfk... .005 .005 .005 .005 .005 .005 .013 .013 .003 .003 .023 .023 .007 .007 .004 .004 .004 .004 .004 .004 .004 .004 .014 .014 .002 .002 .022 .022 .006 .006 0 0 0 0 .004 .004 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 0 0 0 0 .001 .001 0 0 .022 .003 .022 .003 -.022 .003 .287 .055 .114 .065 .242 .05 .07 .06 .005 .003 -.005 .003 .005 .003 .005 .003 .27 .055 .097 .065 .259 .05 .087 .06 0 0 0 .001 .004 .007 0 .001 0 .001 0 001 .003 .006 .003 .006 .003 .006 .396 .294 .278 .309 .395 .296 .277 .312 8.301 1.605 8.301 1.605 8.301 1.605 7.897 1.55 7.043 1.089 8.704 1.661 9.558 2.122 6.199 .779. 6.199 .779 6.199 .779 6.199 .779 5.795 .723 4.942 .262 6.603 .834 7.456 1.295 0 0 -.079 8.363 .245 11.485 .079 8.363 .079 8.363 .079 8.363 .164 10.705 .164 10.705 .164 10.705 .102 9.293 .753 7.733 .056 7.433 .91 8.993 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 279 a 1 e 1 s 1 t 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 31386 14 31390 31391 15 31395 31396 16 31400 31401 17 31405 31406 18 31410 31411 19 31415 31416 20 31420 31421 21 31425 31426 22 31430 31431 23 31435 31436 24 31440 31441 25 31445 31446 26 31450 31451 27 31455 31456 28 31460 31461 29 31465 31466 30 31470 31471 31 31475 31476 32 31480 31481 33 31485 31486 34 31490 31491 35 31495 31496 36 31500 31501 37 31505 31506 38 31510 31511 39 31515 31516 40 31520 31521 41 31525 Member Label M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl 015 .015 -.942 .942 .013 .013 .97 .97 .015 015 .942 .942 .013 .013 .97 .97 015 .015 .942 .942 .013 .013 .97 .97 .005 .005 1.282 1.282 .008 .008 1.268 1.268 .016 .016 .041 .041 .041 .041 .041 .041 .004 004 .013 .013 .013 -.013 .013 .013 -.013 .013 .004 .004 .013 .013 -.013 .013 1.34 3,846 1.539 3.648 1.497 -3.689 1.298 3.888 1.34 -3.846 1.539 -3.648 1.497 3.689 1.298 3.888 1.34 -3.846 1.539 3.648 1.497 3.689 1.298 3 888_ .27 1.055 .005 .791 .061 .847 .326 1.112 .386 2.22 3.284 -6.558 3.781_ 6.558 3.284 6.558 .799 -3.358 .331 1.903 .331 1.903 .331 1.903 -.331 1.903 .799 3.358 .331 1.903 .331 1.903 .056 .056 .047 .047 058 .058 049 .049 .056 .056 047 .047 .058 .058 .049 049 .056 .056 .047 .047 058 .058 049 .049 -.076 .076 .065 .065 .076 .076 .065 .065 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 1 Torauefk -ftl v -v Momentfk...z -z Momentfk .004 .004 .003 .003 .002 .002 .003 003 004 .004 .003 .003 .002 .002 .003 .003 004 004 003 .003 .002 .002 .003 003 0 0 0 0 001 .001 0 0 0 0 .007 .007 .007 .007 .007 .007 .002 .002 0 0 0 0 0 0 0 0 002 .002 0 0 0 0 .294 -.215 .205 .227 .3 .227 .211 .239 .294 215 .205 .227 .3 .227 .211 .239 .294 .215 .205 .227 .3 .227 .211 .239 .396 .294 .278 .31 .396 .296 .277 .311 0 .002 .006 .011 .006 .011 .006 .011 .002 .005 0 .002 0 .002 0 .002 0 .002 .002 .005 0 .002 0 .002 .147 11.402 .787 10.232 .181 10.007 .46 11.177 .147 11.402 .787 10.232 .181 10.007 .46 11.177 .147 11.402 .787 10.232 .181 10.007 .46 11.177 .07 5.947 .784 4.388 .024 4.088 .879 5.647 .11 11.708 .423 15.031 .423 15.031 .423 15.031 .067 11.597 .095 10.036 .095 10.036 .095 10.036 .095 10.036 .067 11.597 .095 10.036 .095 10.036. RISA -3D Version 8.0.3 ET Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 280 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces LC Member Label 42 M89 31526 31530 31531 31535 31536 31540 31541 31545 31546 31550 31551 31555 31556 31560 31561 31565 31566 31570 31571 31575 31576 31580 31581 31585 31586 31590 31591 31595 31596 31600 31601 31605 31606 31610 31611 31615 31616 31620 31621 31625 31626 31630 31631 31635 31636 31640 31641 31645 31646 31650 31651 31655 31656 31660 31661 31665 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 M89 (Continued) Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .013 .013 .013 .013 .004 .004 .013 .013 .013 .013 .013 .013 .013 .013 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .005 .005 1.818 1.818 .002 .002 1.825 1.825 .01 .01 .01 .01 .01 .01 -.01 .01 .008 .008 v Shearfkl .331 1.903 .331 1.903 .799 -3.358 .331 1.903 .331 1.903 .331 1.903 .331 1.903 .799 3.358 .799 -3.358 .799 3.358 .799 3.358 .799 3.358 .799 -3.358 .799 3.358 .799 3.358 .799 -3.358 .799 3.358 .799 3.358 .799 3.358 .649 -3.507 1.028 3.128 .949 3.208 .57 -3.587 -.248 1.427 .248 1.427 .248 1.427 .248 -1.427 -.397 1.577 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .108 .108 .092 .092 .109 .109 .093 .093 0 0 0 0 0 0 0 0 .108 .108 Torauefk ftl v v Momentfk.. 2-Z Momentfk... 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 -.003 .003 .002 .002 0 0 .002 .002 0 0 0 0 0 0 0 0 .001 .001 0 I .095 .002 0 .002 .002 .005 0 .002 0 .002 0 .002 0 .002 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .002 .005 .564 .417 .395 .439 .567 .426 .398 .448 0 .001 0 .001 0 .001 0 .001 .566 .42 10.036 .095 10.036 .067 11.597 .095 10.036 .095 10.036 .095 10.036 .095 10.036 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .067 11.597 .034 12.925 1.255 10.697 .1 10.268 1.121 12.496 .071 7.527 .071 7.527 .071. 7.527 .071 7.527 .104 8.855 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 281 1 t 1 1 1 t t t t 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 31666 31670 31671 31675 31676 31680 31681 31685 31686 31690 31691 31695 31696 31700 31701 31705 31706 31710 31711 31715 31716 31720 31721 31725 31726 31730 31731 31735 31736 31740 31741 31745 31746 31750 31751 31755 31756 31760 31761 31765 31766 31770 31771 31775 31776 31780 31781 31785 31786 31790 31791 31795 31796 31800 31801 31805 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label Sec M89 1 5 M89 1 5 M89 1 5 M90 1 5 M90 1 5 M90 1 5 M90 1 5 M90 1 5 M90 1 5 M90 1 5 M90 1 5 M90 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5. 1 5 1 5 M90 M90 M90 MAO M90 M90 M90 M90 M90 M90 M90 MQ0 M90 M90 M90 M90 1 5 1 5 1 5 1. 5 1 5 Axialfkl v Shearf� 1.831 1.831 .012 .012 1.811 1.811 0 0 .151 .151 .097 .097 .151 151 .151 .151 .151 .151 .111 .111 .111 .111 .111 .111 .195 .195 .241 .241 .107 .107 .062 .062 .144 .144 .178 .178 .077 .077 .043 .043 .144 .144 .178 .178 .077 .077 .043 .043 .144 .144 .178 178 .077 .077 .043 .043 .019 1.198 .098 1.277 .477 1.656 0 0 4.265 4.196 5.287 5.218 4.265 4.196 4.265 4.196 4.265 4.196 5.031 4.962 5.031 4.962 5.031 4.962 4.404 4.335 7.116 7.047 4.125 4.056 1.414 1.345 5.136 5.067 7.169 7.1 4.927 4.858 2.893 2.824 5.136 5.067 7.169 7.1 4.927 4.858 2.893 2.824 5.136 5.067 7.169 7.1 4.927 4.858 2.893 2.824 z Shearfkl .092 .092 .109 .109 .092 .092 0 0 .018 .018 .03 .03 .018 .018 .018 .018 .018 .018 .027 .027 .027 -.027 .027 .027 2.898 2.898 .039 .039 2.861 2.861 .076 .076 2.187 2.187 .016 .016 2.132 2.132 .07 -.07 2.187 2.187 .016 .016 2.132 2.132 .07 .07 -2.187 -2.187 .016 .016 2.132 2.132 .07 -.07 I Torauefk ftl v v Moment Lk_..z z Momentfk... 0 .397 I 1.117 0 .442 6.627 .002 .565 .038 .002 .423 6.198 0 .396 1.259 0 .445 8.426 0 0 0 0 0 0 1.045 .017 I 9.957 1.045 .007 I 4.458 .126 .016 12.124 .126 .024 5.296 1.045 .017 I 9.957 1.045 .007 4.458 1.045 .017 9.957 1.045 .007 4.458 1.045 .017 9.957 1.045 .007 4.458 .355 .016 11.582 .355 .019 5.087 .355 .016 11.582 .355 .019 5.087 .355 .016 11.582 .355 .019 5.087 .524 1.439 11.09 .524 -2.329 5.409 1.432 .01 12.229 1.432 .04 3.024 1.566 1.404 8.825 1.566 2.315 3.506 .657 .045 7.685 .657 .054 5.892 .035 1.082 12.432 .035 1.761 5.8 .646 .004 13.286 .646 .016 4.011 .746 1.05 10.733 .746 1.722 4.373 .065 .037 9.878 .065 .055 6.162 .035 1.082 12.432 .035 1.761 5.8 .646 .004 13.286 .646 .016 4.011 .746 1.05 10.733 .746 1.722 4.373 .065 .037 9.878 .065 .055 6.162 .035 1.082 12.432 .035 1.761 5.8 .646 .004 13.286 .646 .016 4.011 .746 1.05 10.733 .746 1.722 4.373 .065 .037 9.878 .065 .055 6..162. RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 282 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 31806 31810 31811 31815 31816 31820 31821 31825 31826 31830 31831 31835 31836 31840 31841 31845 31846 31850 31851 31855 31856 31860 31861 31865 31866 31870 31871 31875 31876 31880 31881 31885 31886 31890 31891 31895 31896 31900 31901 31905 31906 31910 31911 31915 31916 31920 31921 31925 31926 31930 31931 31935 31936 31940 131941 131945 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 'M90 M90 M90 M90 M90 M90 M90 M90 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .135 .135 .18 .18 .046 .046 .001 .001 .212 .212 .095 .095 .095 .095 .095 .095 .154 .154 .181 .181 .181 .181 .181 .181 .181 .181 .154 .154 .181 .181 .181 .181 .181 .181 .181 .181 .154 .154 .181 .181 .181 .181 .181 .181 .181 .181 .154 .154 .154 .154 .154 .154 .154 .154 .154 .154 v Shearfkl 2.698 2.657 5.41 5.368 2.42 2.378 .292 .333 5.971 5.874 6.753 6.67 6.753 6.67 6.753 6.67 5.629 5.546 5.118 5.035 5.118 5.035 5.118 5.035 5.118 5.035 5.629 5.546 5.118 5.035 5.118 5.035 5.118 5.035 5.118 5.035 5.629 5.546 5.118 5.035 5.118 5.035 5.118 5.035 5.118 5.035 5.629 5.546 5.629 5.546 5.629 5.546 5.629 5.546 5.629 5.546 z Shearfkl 2.891 2.891 .046 .046 2.868 2.868 .068 .068 .026 .026 .041 .041 .041 .041 .041 .041 .028 .028 .022 .022 .022 .022 .022 .022 .022 .022 .028 .028 .022 .022 .022 .022 .022 .022 .022 .022 .028 .028 .022 .022 .022 .022 .022 .022 .022 .022 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 Torauefk ftl .106 I 1.432 I .106 2.326 I 1.014 .017 I 1.014 .043 1.148 1.411 1.148 2.318 .239 .038 .239 .051 1.463 I .024 1.463 I .01 .217 .018 .217 .035 .217 I .018 .217 I .035 .217 .018 .217 .035 .794 I .02 .794 I .017 1.254 .021 1.254 I .008 1.254 I .021 1.254 I .008 1.254 .021 1.254 .008 1.254 .021 1.254 .008 .794 .02 .794 .017 1.254 .021 1.254 .008 1.254 .021 1.254 .008 1.254 .021 1.254 .008 1.254 .021 1.254 .008 .794 .02 .794 .017 1.254 .021 1.254 .008 1.254 .021 1.254 .008 1.254 .021 1.254 .008 1.254 .021 1.254 .008 .794 .02 .794 .017 .794 .02 .794 .017 .794 .02 .794 .017 .794 .02 .794 .017 .794 .02 .794 .017 v v Momentfk...z z Momentfk... 7.107 3.626 8.247 1.241 4.842 1.723 3.702 4.109 13.94 I 6.241 15.415 6.691 15.415 6.691 15.415 6.691 13.032 I 5.769 11.949 5.349 11.949 5.349 11.949 5.349 11.949 5:349 13.032 5.769 11.949 5.349 11.949 5.349 11.949 5.349 11.949 5.349 13.032 5.769 11.949 5.349 11.949 5.349 11.949 5.349 11.949 5.349 13.032 5.769 13.032 5.769 13.032 5.769 13.032 5.769 13.032 5.769 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 283 i t 1 1 1 i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 31946 31950 31951 31955 31956 31960 31961 131965 31966 31970 31971 31975 31976 31980 31981 31985 31986 31990 31991 31995 31996 32000 32001 32005 32006 32010 32011 32015 32016 32020 32021 32025 32026 32030 32031 32035 32036 32040 32041 32045 32046 32050 32051 32055 32056 32060 32061 32065 32066 32070 32071 32075 32076 32080 32081 32085 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M90 M92 M92 M92 M92 M92 M92 M92 M92 M92 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torq_ueFk ft .154 5.629 .028 .794 I .02 13.032 .154 5.546 .028 .794 .017 5.769 .154 5.629 .028 .794 .02 13.032 .154 5.546 .028 .794 .017 5.769 .154 5.629 .028 .794 .02 13.032 .154 5.546 .028 .794 .017 5.769 .154 5.629 .028 .794 .02 13.032 .154 5.546 .028 .794 .017 5.769 .154 5.679 .028 .794 .02 13.032 .154 5.546 .028 .794 .017 5.769 .154 5.629 .028 .794 .02 13.032 .154 5.546 .028 .794 .017 5.769 .154 5.629 .028 .794 .02 13.032 .154 5.546 -.028 .794 .017 5.769 .218 5.828 -4.142 .05 2.05 14.65 .218 5.745 -4.142 .05 -3.334 7.128 .282 9.701 .054 1.348 .019 16.278 .282 9.619 .054 1.348 .051 3.72 .091 5.43 4.086 1.538 2.011 11.414 .091 5.347 4.086 1.538 3.301 4.409 .026 1.556 .11 .24 .059 9.786 .026 1.473 .11 .24 .084 7.817 .136 3.838 .017 .94 .015 8.962 .136 3.776 .017 .94 .006 4.012 .136 3.838 -.017 .94 .015 8.962 .136 3.776 .017 .94 006 4.012 .136 3.838 .017 .94 .015 8.962 .136 3.776 .017 .94 .006 4.012 .136 3.838 .017 .94 .015 8.962 .136 3.776 .017 .94 .006 4.012 .199 4.037 -4.13 .197 2.046 10.58 .199 3.975 -4.13 .197 3.323 5.371 .264 7.911 .065 1.494 .024 17 208 .264 7.849 .065 1.494 .061 1.964 .073 3.639 4.097 1.684 -2.015 7.343 .073 3.577 4.097 1.684 3.311 2.653 .008 .234 .098 .387 .055 5.715 .008 .296 .098 .387 .073 6.06 0 0 0 0 0 0 0 0 0 0 0 0 .146 -3.841 .016 -.648 -.004 4.52 _146 -3.912 .016 .648 .018 9.676 .077 -5.794 .023 .481 .015 6.204 .077 -5.864 .023 .481 .015 13.956 .146 -3.841 ..016 .648 .004 4.52 .146 -3.912 .016 .648 .018 9.676 .146 -3.841 .016 .648 .004 4.52 .146 3.912 .016 .648 .018 9.676 .146 -3.841 .016 .648 .004 4.52 .146 -3.912 .016 -.648 .018 9.676 .094 -5.305 .013 .199 .01 5.783 .094 -5.376 .013 .199 .007 12.886 .094 -5.305 .013 .199 .01 5.783 .094 -5.376 .013 .199 I .007 12.886 .094 -5.305 .013 .199 I .01 5.783 .094 -5.376 .013 .199. I .007 I 12.886 Momentfk...z z Moment k... RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 284 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32086 32090 32091 32095 32096 32100 32101 32105 32106 32110 32111 32115 32116 32120 32121 32125 32126 32130 32131 32135 32136 32140 32141 32145 32146 32150 32151 32155 32156 32160 32161 32165 32166 32170 32171 32175 32176 32180 32181 32185 32186 32190 32191 32195 32196 32200 32201 32205 32206 32210 32211 32215 32216 32220 32221 32225 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label Sec M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 Axialfkl v Shearfkl z Shearfkl Torouefk ftl v v 1 .193 -3.957 2.373 .161 1.953 5 .193 -4.028 2.373 .161 1.203 1 .008 1.113 .531 .389 .376 5 .008 1.184 .531 .389 .33 1 .098 3.725 2.34 1.134 1.945 5 .098 3.796 -2.34 1.134 1.167 1 .3 -6.569 .498 .907 .368 5 .3 -6.64 .498 .907 .294 1 .13 5.393 1.755 .564 1.452 5 .13 -5.463 1.755 .564 .882 1 .021 3.259 .373 .393 -.269 5 .021 3.33 .373 .393 .227 1 .059 -5.218 1.78 .166 1.472 5 .059 5.289 1.78 .166 .896 1 .21 7.352 .399 .005 .289 5 .21 7.422 .399 .005 .241 1 .13 5.393 1.755 .564 1.452 5 .13 -5.463 1.755 .564 .882 1 .021 -3.259 .373 .393 .269 5 .021 -3.33 .373 .393 .227 1 .059 5.218 1.78 .166 1.472 5 .059 5.289 1.78 .166 .896 1 .21 7.352 .399 .005 .289 5 .21 7.422 .399 .005 .241 1 .13 5.393 1.755 .564 1.452 5 .13 5.463 1.755 .564 .882 1 .021 3.259 .373 .393 .269 5 .021 3.33 .373 .393 .227 1 .059 5.218 1.78 .166 1.472 5 .059 5.289 1.78 -.166 .896 1 .21 7.352 .399 .005 .289 5 .21 7.422 .399 .005 .241 1 .135 2.421 2.367 .098 1.952 5 .135 -2.463 2.367 .098 1.196 1 .066 .423 .524 .129 .374 5 .066 .381 .524 .129 .323 1 .04 -2.189 2.347 .875 1.947 5 .04 -2.231 2.347 .875 1.174 1 .241 5.033 .504 -.648 .369 5 .241 5.075 .504 .648 .301 1 .204 5.378 .023 .907 .005 5 .204 5.476 .023 .907 .025 1 .065 7.733 .043 1.029 .025 5 .065 7.818 .043 1.029 .032 1 .065 7.733 .043 1.029 .025 5 .065 7.818 .043 1.029 .032 1 .065 7.733 -.043 1.029 .025 5 I .065 7.818 .043 1.029 .032 1 I .141 -5.586 0 .213 .005 5 I .141 -5 :67 0 .213 .005 1 .175 -4.609 .02 .777 .005 5 .175 -4.694 .02 -.777 .022 1 .175 -4.609 .02 -.777 -.005 5 .175 -4.694 .02 .777 I .022 1 .175 -4.609 .02 .777 .005 5 I .175 -4.694 .02 .777 I .022 Momentfk...z z Momentfk... 5.446 10.756 5.956 7.483 3.594 8.595 3.084 11.868 6.477 13.697 6.86 11.242 5.089 12.076 4.706 14.531 6.477 13.697 6.86 11.242 5:089 12.076 4.706 14.531 6.477 13.697 6.86 11.242 5.089 12.076 4.706 14.531 3.638 6.886 4.148 3.613 1.786 4.725 1.276 7.998 6.328 13.546 8.119 18.46 8.119 18:46 8.119 18.46 6.266 13.751 5.424 11.611 5.424 11.611 5.471_ 11.611 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 285 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32226 32230 32231 32235 32236 32240 32241 32245 32246 32250 32251 32255 32256 32260 32261 32265 32266 32270 32271 32275 32276 32280 32281 32285 32286 32290 32291 32295 32296 32300 32301 32305 32306 32310 32311 32315 32316 32320 32321 32325 32326 32330 32331 32335 32336 32340 32341 32345 32346 32350 32351 32355 32356 32360 32361 32365 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 M92 Sec Axialfkl .175 .175 .141 .141 .175 .175 .175 .175 .175 .175 .175 .175 .141 .141 .175 .175 .175 .175 .175 .175 .175 .175 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .141 .208 .208 .079 .079 .073 .073 .36 .36 .131 .131- v Shearfkl 4.609 -4.694 -5.586 5.67 4.609 -4.694 -4.609 4.694 4.609 -4.694 -4-609 -4.694 -5.586 5.67 4.609 4.694 -4.609 4.694 4.609 -4.694 4.609 -4.694 5.586 5.67 5.586 5.67 5.586 5.67 -5.586 -5.67 -5.586 -5.67 -5.586 5.67 5.586 5.67 5.586 -5.67 5.586 5.67 -5.586 -5.67 -5.586 -5.67 -5.586 -5.67 5.751 -5.836 1.688 1.773 -5.42 -5.504 -9.483 -9.568 3.457 3.521 z Shearfkl .02 .02 0 0 .02 .02 .02 .02 .02 .02 .02 .02 0 0 .02 .02 .02 .02 .02 .02 .02 .02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.367 3.367 .735 .735 -3.367 -3.367 .734 .734 .015 .015 Torauefk ftl .777 .777 .213 .213 .777 .777 .777 .777 .777 -.777 .777 .777 .213 .213 .777 .777 .777 .777 .777 .777 .777 .777 .213 .213 .213 .213 .213 .213 -.213 -.213 -.213 -.213 .213 -.213 .213 -.213 .213 .213 .213 .213 .213 .213 .213 .213 -.213 .213 .482 .482 .157 .157 -.908 -.908 -.583 .583 .583 -.583 v v Momentfk...z z Momentfk... .005 .022 .005 .005 .005 .022 .005 .022 .005 .022 .005 .022 .005 .005 .005 .022 .005 .022 .005 .022 .005 .022 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 on5 .005 .005 .005 .005 .005 .005 .005 005 2.78 1.698 .526 .451 2.789 1.688 .536 .441 .003 .016 5.424 11.611 6.266 13.751 5.424 11.611 5.424 11.611 5.424 11.611 5.424 11.611 6.266 13.751 5.424 11.611 5.424 11.611 5.424 11.611 5.424 11.611 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 6.266 13.751 7.589 15.295 8.317 10.619 4.943 12.208 4.215 16.883 4.068 8.708 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 286 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32366 32370 32371 32375 32376 32380 32381 32385 32386 32390 32391 32395 32396 32400 32401 32405 32406 32410 32411 32415 32416 32420 32421 32425 32426 32430 32431 32435 32436 32440 32441 32445 32446 32450 32451 32455 32456 32460 32461 32465 32466 32470 32471 32475 32476 32480 32481 32485 32486 32490 32491 32495 32496 32500 32501 32505 LC Member Label Sec 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 M92 M92 M92 M92 M92 M92 M92 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 Axialfkl y Shearfkl z Shearfkl Torouefk ftl v v Momentfk...z z Momentfk... .131 -3.457 .015 .583 .003 I 4.068 -1 .131 -3.521 .015 .583 .016 I 8.708 .131 -3.457 .015 .583 .003 4.068 .131 -3.521 .015 .583 .016 8.708 .131 -3.457 .015 .583 .003 4.068 .131 3.521 .015 .583 .016 8.708 .199 3.623 3.381 .112 2.788 5.391 .199 3.686 3.381 .112 1.709 10.251 .089 .44 .749 .213 -.534 6.119 .089 .377 .749 .213 .462 5.576 .064 3.291 3.352 1.27R_ 2.781 2.745 .064 3.355 3.352 1 278 1.677 7.165 .351 7.354 .72 .953 .527 2.017 .351 7.418 .72 .953 .43 11.84 0 0 0 0 0 0 0 0 0 0 0 0 .006 1.629 0 .001 0 8.211 .006 .156 0 .001 .002 .034 .073 5.812 .002 0 .009 14.124 .073 3.41 .002 0 .008 .673 .006 1.629 0 .001 0 8.211 .006 .156 0 .001 .002 .034 .006 1.629 0 .o01 0 8.211 .006 .156 0 .001 .007 .034 .006 1.629 0 .001 0 8.211 .006 .156 0 .001 .002 .034 .053 4.766 .001 0 .007 12.646 .053 2.597 .001 0 .006 ..496 .053 4.766 .001 0 .007 12.646 .053 2.597 .001 0 .006 .496 .053 4.766 .001 0 .007 12.646 .053 2.597 .001 0 .006 .496 .004 1.707 .049 0 .236 9.066 .004 .078 .049 0 .308 .059 1.7.51 1.759 .043 0 .272 8.834 1.251 .026 .043 0 .204 .87 .007 1.55 .048 .002 .234 7.356 .007 .235 .048 .002 .304 .01 1.262 1.498 .043 .002 .274 7.589 1.262 .286 .043 .002 .208 .801 .054 4.825 .037 0 .183 13.287 .054 2 518 .037 0 .236 .478 .996 4.864 .031 0 .198 13.112 .996 2.499 .031 0 .148 .13 .052 4.707 .035 0 .169 12.004 .052 2.655 .035 0 -.223 .515 .889 4.669 .033 0 .212 12.179 .889 -2.694 .033 0 .161 1.123 .054 4.825 .037 0 .183 13.287 .054 2.538 .037 0 .236 .478 .996 4.864 :031 0 .198 13.112 996 2.499 .031 0 .148 .13 .052 4.707 .035 0 .169 12.004 .052 -2.655 :035 0 .223 .515 I .889 4.669 .033 0 -.212 12.179 .889 2.694 .033 0 .161 1.123 I Page 287 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] t 1 1 1 1 1 r 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32506 32510 32511 32515 32516 32520 32521 32525 32526 32530 32531 32535 32536 132540 132541 132545 32546 132550 132551 132555 32556 32560 32561 32565 32566 32570 32571 32575 32576 32580 32581 32585 32586 32590 32591 32595 32596 32600 32601 32605 32606 32610 32611 32615 32616 32620 32621 32625 32626 32630 32631 32635 32636 32640 32641 32645 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl .054 I 4.825 .054 2.538 .996 I 4.864 .996 2.499 .052 I 4.707 .052 2.655 .889 4.669 .889 -2.694 .002 1.056 .002 .015 1.253 1.107 1.253 .036 .005 .899 .005 .172 1.26 .847 -1.26 .224 -.008 2.28 .008 .218 .119 8.648 .119 5.394 .119 8.648 .119 -5.394 .119 8.648 .119 -5.394 .033 4.046 .033 t814 .007 1.954 .007 .187 .007 1.954 .007 -.187 .007 1.954 .007 .187 .007 1.954 .007 .187 .033 4.046 .031 1.814 .007 1.954 .007 .187 .007 1.954 .007 .187 -.007 1.954 .007 .187 .007 1.954 .007 -.187 .033 4.046 .033 1.814 .007 1.954 .007 .187 .007 1.954 .007 .187 .007 I 1.954 .007 -.187 .007 I 1.954 .007 .187 .033 I 4.046 .033 1.814 z Shearfkl .037 .037 .031 .031 .035 .035 .033 .033 .048 .048 .043 .043 .048 .048 .043 .043 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Toraue k ftl 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .001 .001 .001 .001 .001 .001 .001 .001 0 0 .001 .001 -.001 .001 .001 .001 .001 .001 0 0 .001 -.001 -.001 .001 .001 .001 .001 .001 0 0 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] v v Momentfk...z z Momentfk_.. .183 .236 .198 .148 .169 .221 .212 .161 2.35- .307 .273 .205 .234 .305 .274 .207 .001 .003 .015 .012 015 .012 .015 .012 005 .005 .001 .002 001 .002 .001 .002 .001 .002 .005 .005 .001 .002 .001 .002 .001 .002 .001 .002 .005 005 .001 .002 001 .002 001 .002 001 .002 .005 .005 13.287 .478 13.112 .13 12.004 .515 12.179 1.123 5.782 .045 5.549 .856 4.072 .004 4.305 .814 11.496 .048 19.313 1.091 19.313 1.091 19.313 1.091 12.81 .312 9.854 .041 9.854 .041 9.854 .041 9.854 .041 12.81 .312 9.854 .041 9.854 .041 9.854 -.041 9.854 .041 12.81 .312 9.854 .041 9.854 .041 9.854 -.041 9.854 .041 12.81 .312 Page 288 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32646 32650 32651 32655 32656 32660 32661 32665 32666 32670 32671 32675 32676 32680 32681 32685 32686 32690 32691 32695 32696 32700 32701 32705 32706 32710 32711 32715 32716 32720 32721 32725 32726 32730 32731 32735 32736 32740 32741 32745 32746 32750 32751 32755 32756 32760 32761 32765 32766 32770 32771 32775 32776 32780 32781 32785 LC 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M93 M94 M94 M94 M94 M94 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .035 .035 1.828 1.828 .031 .031 1.763 1.763 .005 .005 .005 .005 -.005 .005 .005 .005 .003 .003 1.79 1.79 .007 .007 1.8 1.8 0 0 .008 .008 .007 .007 .008 .008 .008 .008 v Shearfkl 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.046 1.814 4.158 1.702 4.232 1.628 3.934 1.926 3.86 -2 1.466 .14 1.466 .14 1.466 .14 1.466 .14 1.578 .028 1.652 .045 1.353 .253 1.28 .326 0 0 .108 .469 .118 2.271 .108 .469 .108 .469 1 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .07 .07 .06 .06 .068 .068 .062 .062 0 0 0 0 0 0 0 0 .069 .069 .061 .061 .069 .069 .061 .061 0 0 .003 .003 .002 .002 .003 .003 .003 .003 Torauef k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.001 .001 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 .002 .002 0 0 .002 .002 .011 .011 .002 .002 .002 .002 v v Momentfk...z z Momentfk... -.005 .005 .005 .005 .005 .005 005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .005 .341 .442 .385 .289 .33 .432 .396 .299 0 .002 0 .002 0 .002 0 .002 .336 .439 .39 .293 .334 .435 .391 .296 0 0 -.009 .007 .007 .003 .009 .007 .009 .007 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 12.81 .312 14.031 .277 13.699 .881 11.589 .347 11.921 1.505 7.39 .031 7.39 .031 7.39 .031 7.39 -.031 8.612 .066 8.279 1.224 6.169 .004 6.501 1.162 0 0 .022 .762 .004 4.115 .022 .762 .022 .762 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 289 1 1 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32786 32790 32791 32795 32796 32800 32801 32805 32806 32810 32811 32815 32816 32820 32821 32825 32826 32830 32831 32835 32836 32840 32841 32845 32846 32850 32851 32855 32856 32860 32861 32865 32866 32870 32871 32875 32876 32880 32881 32885 32886 32890 32891 32895 32896 32900 32901 32905 32906 32910 32911 32915 32916 32920 32921 32925 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label Sec M94 I 1 5 M94 1 5 M94 I 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 M94 1 5 Axialfkl v Shearfkl z Shearfkl .008 .108 .003 .008 .469 .003 .007 .116 .002 .007 1.821 .002 .007 .116 .002 .007 1.821 .002 .007 .116 .002 .007 1.821 .002 .043 .06 .038 .043 .517 .038 .203 .104 .201 .203 .473 .201 .06 .155 .044 .06 .421 .044 .22 .112 .207 .22 .465 .207 .032 .08 .029 .032 1.857 .029 .151 .113 .151 .151 1.824 .151 .046 .151 .033 .046 1.785 .033 .166 .118 .155 .166 1.818 .155 .032 .08 .029 .032 1.857 -.029 .151 .113 .151 .151 1.824 .151 .046 .151 .033 .046 1.785 .033 .166 .118 .155 .166 1.818 .155 .032 .08 .029 .032 1.857 .029 .151 .113 .151 .151 1.824 .151 .046 .151 .033 .046 1.785 .033 .166 .118 .155 .166 -1.818 .155 .046 .017 -.04 .046 .329 .04 .206 .061 .203 .206 .285 .203 .056 .112 .043 .056 .234 .043 .216 .068 .206 .216 .278 .206 .012 .151 .004 .012 .657 .004 .007 .146 .002. .007 -3.447 .002 :007 .146 .002 .007 -3.447 .002 .007 .146 .002 .007 3.447 .002 Torauefk ftl y v Momentfk...z z Momentfk... .002 .002 .008 .008 .008 .008 .008 .008 .012 .012 0 0 .016 .016 .004 .004 .018 .018 .009 .009 .002 .002 .007 .007 018 .018 .009 .009 .002 .002 .007 .007 .018 .018 .009 .009 .002 .002 .007 .007 -.013 .013 0 0 .015 .015 .003 .003 .003 .003 .019 -.019 -.019 -.019 -.019 .019 .009 .022 .007 .762 .007 .009 .004 3.277 .007 .009 .004 3.277 .007 .009 .004 3.277 .213 .02 .006 1.018 .855 .179 .232 .94 .23 .025 .009 .507 .873 .134 .247 .585 .159 .007 .002 3.468 .641 .126 .176 3.41 .174 .011 .005 3.085 .656 .109 .183 3.144 .159 .007 :002 3.468 .641 .126 .176 3.41 .174 .011 .005 3.085 .656 .109 .183 3.144 .159 .007 .002 3.468 .641 .126 .176 3.41 -.174 .011 .005 3.085 .656 .109 .183 3.144 .216 .011 .003 .713 .859 .17 .235 .635 .227 .016 .006 .202 .869 .143 .244 .28 .012 .031 .01 1.067 .008 .002 .001 6.278 .008 .002 .001 6.278 .008 .002 .001 6.278 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 290 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 32926 32930 32931 32935 32936 32940 32941 32945 32946 32950 32951 32955 32956 32960 32961 32965 32966 32970 32971 32975 32976 32980 32981 32985 32986 32990 32991 32995 32996 33000 33001 33005 33006 33010 33011 33015 33016 33020 33021 33025 33026 33030 33031 33035 33036 33040 33041 33045 33046 33050 33051 33055 33056 33060 33061 33065 LC Member Label Sec 34 M94 1 5 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf� 009 .009 .01 .01 .01 .01 .01 .01 .01 .01 009 .009 .01 .01 .01 .01 .01 .01 .01 .01 .009 .009 .01 .01 .01 .01 .01 .01 .01 .01 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .064 .064 v Shearfkl .135 1.464 .129 .563 .129 .563 .129 .563 .129 .563 .135 1.464 .129 .563 .129 .563 .129 .563 .129 .563 .135 1.464 .129 .563 .129 .563 .129 .563 .129 .563 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .135 1.464 .066 1.532 z Shearfj .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .004 .004 .004 .004 .004 .004 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .056 .056 Torauefk ftl v v MomentIf.z z Momentfk... .004 .01 .018 .004 .006 2.591 .002 .01 .027 .007 .009 .915 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .004 .01 .018 .004 .006 2.591 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .004 .01 .018 .004 .006 2.591 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .002 .01 .027 .002 .009 .915 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 .004 .01 .018 .004 .006 2.591 -.004 -.01 .018 .004 .006 2.591 .024 .307 .014 .024 .004 2.955 1 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 291 1 1 1 t 1 t 1 1 t f Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 330661 62 33070 33071 63 330751 330761 64 330801 330811 65 330851 33086 66 33090 33091 67 33095 33096 68 33100 33101 69 33105 33106 70 33110 33111 71 33115 33116 72 33120 33121 1 33125 33126 2 33130 33131 3 33135 33136 4 33140 33141 5 33145 33146 6 33150 33151 7 33155 33156 8 33160 33161 g 33165 33166 10 33170 33171 11 33175 33176 12 33180 33181 13 33185 33186 14 33190 33191 15 33195 33196 16 33200 33201 17 33205 Member Label M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M94 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 Sec Axialrkl v Shearfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 .293 .293 .083 083 .311 .311 .008 .008 .008 .008 .008 .008 .008 .008 .066 .066 .294 .294 .081 .081 .309 .309 0 0 .059 .059 .272 272 .059 .059 .059 .059 .059 .059 .219 219 .219 .219 .219 .219 -.1, ?7 .127 2.271 2.271 .245 .245 2.152 2.152 .08 .08 1.878 1.878 .359 .359 1.44 -1.44 .129 1.469 .203 1.396 .14 1.458 .097 .42? .097 .422 .097 .422 .097 .422 .029 .49 .092 .428 .165 .354 .102 .417 0 0 2.827 2.758 11.533 11.464 2.827 2.758 2.827 2.758 2.827 2.758 9.356 9.287 9.356 9.287 9.356 9.287 3.724 3.655 3.426 3.357 1.93 1.861 2.228 2.159 10.029 9.96 9.806 9.737 8.684 8.615 8.907 8.838 z Shearfkl .289 .289 .062 .062 .295 .295 .003 .003 .003 .003 .003 .003 .003 .003 .056 .056 .289 .289 .062 .062 .295 .295 0 0 .037 .037 .014 .014 .037 .037 .037 .037 .037 .037 .02 .02 .02 -.02 .02 .02 1.842 1.842 3.524 -3.524 1.769 1.769 3.451 3.451 1.374 1.374 -2.636 -2.636 1.334 1.334 2.596 2.596 Torauefk ftl .007 .007 .015 .015 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .018 .018 0 0 .022 .022 .004 .004 0 0 2.014 014 .829 .829 2.014 2.014 2.014 2.014 2.014 2.014 1.125 1.125 1.125 1.125 1.125 1.125 2.731 2.731 2.604 2.604 1.297 1.297 1.424 1.424 1.663 1.663 1.568 1.568 .587 .587 .683 .683 v -v Moment k...z -z Momentfk... 1.225 1 .241 .335 I 2.844 .326 I .021 .009 I 2.227 1.244 .206 .348 2.338 .008 .02 .007 .686 .008 .02 .007 .686 .008 .02 .007 .686 .008 .02 .007 .686 .309 .016 .004 1.051 1.227 .244 .335 .939 .324 .023 .009 .322 1.242 .204 .349 .433 0 0 0 0 0 2.955 .048 .675 .004 17.967 -023 3.019 0 2.955 -048 .675 0 2.955 048 .675 0 2.955 .048 .675 .003 14.214 .029 2.096 .003 14.214 .029 2.096 .003 14.214 .029 2.096 .809 3.753 -1.586 -1.043 1.194 3.284 -3.388 1.124 .809 2.157 1.491 307 -1.194 2.626 3.292 .225 .603 14.812 1.183 1.819 .892 14.461 -2.534 1.758 .61 13.615 1.125 2.372 .899 13.967 2.476 2.433 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 292 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 332061 332101 33211 33215 33216 33220 33221 33225 33226 33230 33231 33235 33236 33240 33241 33245 33246 33250 33251 33255 33256 33260 33261 33265 33266 33270 33271 33275 33276 33280 33281 33285 33286 33290 33291 33295 33296 33300 33301 33305 33306 33310 33311 33315 33316 33320 33321 33325 33326 33330 33331 33335 33336 33340 33341 33345 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .08 .08 1.878 1.878 .359 .359 1.44 1.44 .08 .08 1.878 1.878 .359 .359 1.44 1.44 .15 .15 2.247 2.247 .222 .222 2.176 2.176 .083 .083 .412 .412 .412 .412 .412 .412 .178 .178 .071 .071 .071 .071 .071 .071 .071 .071 .178 .178 .071 .071 .071 .071 .071 .071 .071 .071 .178 .178 .071 .071 v Shearfkl 10.029 9.96 9.806 9.737 8.684 8.615 8.907 8.838 10.029 9.96 9.806 9.737 8.684 8.615 8.907 8.838 2.593 2.552 2.295 2.254 .799 .758 1.097 1.056 3.958 3.861 17.322 17.239 17.322 17.239 17.322 17.239 7.745 7.662 3.392 3.309 3.392 3.309 3.392 3.309 3.392 3.309 7.745 7.662 3.392 3.309 3.392 3.309 3.392 3.309 3.392 3.309 7.745 7.662 3.392 3.309 z Shearfkl 1.374 1.374 2.636 2.636 1.334 1.334 2.596 2.596 1.374 -1.374 2.636 2.636 1.334 1.334 2.596 2.596 1.827 1.827 -3.51 3.51 1.784 1.784 3.466 3.466 .051 .051 .008 .008 .008 .008 .008 .008 .033 .033 .044 .044 .044 .044 .044 .044 .044 .044 .033 .033 .044 .044 .044 .044 .044 .044 -.044 .044 .033 -.033 .044 .044 Torauefk ftl v v Momentfk...z z Momentfk... 1.663 I .603 14.812 I 1.663 I 1.183 1.819 1.568 .892 14.461 1.568 2.534 1.758 I .587 .61 13.615 .587 1.125 2.372 .683 .899 13.967 .683 2.476 2.433 I 1.663 .603 14.812 1.663 1.183 1.819 1.568 .892 14.461 1.568 2.534 1.758 .587 .61 13.615 .587 1.125 2.372 .683 .899 13.967 .683 2.476 2.433 1.926 .809 2.571 1.926 1.567 .773 1.799 1.194 2.102 1.799 3.369 .855 .492 .809 .975 .492 1.51 .037 .619 1.194 1.444 .619 3.312 .045 2.82 0 4.137 2.82 .067 .945 .52 .007 27.565 .52 .017 5.1 .52 .007 27.565 .52 .017 5.1 .52 .007 27.565 .52 .017 5.1 1.824 .002 11.052 1.824 .045 1.037 2.417 0 3.546 2.417 .057 .81 2.417 0 3.546 2.417 .057 .81 2.417 0 3.546 2.417 .057 .81 2.417 0 3.546 2.417 .057 -.81 1.824 .002 11.052 1.824 .045 1.037 2.417 0 3.546 2.417 .057 .81 2.417 0 3.546 2.417 .057 .81 2.417 0 3.546 2.417 -.057 I .81 2.417 0 I 3.546 2.417 .057 .81 1.824 .002 I 11.052 1.824 -.045 I 1.037 2.417 0 I 3.546 2.417 .057 I .81 RISA 3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 293 t t 1 1 1 1 1 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 333461 46 333501 333511 47 33355 33356 48 33360 33361 49 33365 33366 50 33370 33371 51 33375 33376 52 33380 33381 53 33385 33386 54 33390 33391 55 33395 33396 56 133400 133401 57 133405 33406 58 33410 133411 59 133415 33416 60 33420 33421 61 33425 33426 62 33430 33431 63 33435 33436 64 33440 33441 65 33445 33446 66 33450 33451 67 33455 33456 68 33460 33461 69 33465 33466 70 33470 33471 71 33475 33476 72 33480 33481 1 33485 Member Label M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M95 M96 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axiaifk1 .071 .071 .071 .071 .071 .071 .178 .178 .178 .178 .178 .178 .178 .178 .178 .178 .178 _178 .178 .178 .178 .178 .178 .178 .178 .178 .178 .178 .178 .178 .088 .088 3.337 3.337 .443 .443 -2.982 2.982 .053 .053 .053 .053 .053 .053 .053 .053 -.212 .212 3.213 3.213 .319 .319 -3.106 -3.106 0 0 v Shearfkl z Shearfkl Torouelk ftl v v Momentfk...z z Momentfk... 3.392 3.309 3.392 3.309 3.392 3.309 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 7.745 7.662 9.027 8.944 8.601 8.518 6.464 6.381 6.889 6.807 2.544 2.482 2.544 2.482 2.544 2.482 2.544 2.482 3.826 3.763 3.4 3.338 1.263 1.201 1.688 1.626 0 0 .044 .044 .044 .044 .044 .044 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 .033 2.612 2.612 -5.015 5.015 2.547 2.547 4.95 4.95 .033 .033 .033 .033 .033 .033 -.033 .033 2.612 2.612 -5.015 -5.015 2.546 2.546 4.95 4.95 0 0 2.417 2.417 2.417 2.417 2.417 2.417 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 1.824 2.849 2.849 2.667 2.667 .8 .8 .982 .982 1.813 1.813 1.813 1.813 1.813 1.813 1.813. 1.81,3 2.837 2.837 2.656 2.656 .789 .789 .97 .97 0 0 0 .057 0 .057 0 .057 .002 .045 .002 -.045 .002 .045 .002 .045 .002 .045 .002 .045 .002 .045 .002 .045 .002 .045 .002 -.045 .002 .045 .002 -.045 1.153 2.243 1.703 -4.817 1.158 2.153 1.708 4.727 0 .043 0 .043 0 -.043 0 .043 1.155. -2.241 1.705 -4.815 1..156 2.155 1.706 4.729 0 0 3.546 .81 3.546 .81 3.546 .81 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 11.052 1.037 12.192 .511 11.522 .395 9.912 1.563 10.582 1.68 2.66 .607 2.66 -.607 2.66 .607 2.66 .607 3.8 1.133 3.13 1.25 1.52 .081 2.19 .035 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 294 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 33486 33490 33491 33495 33496 33500 33501 33505 33506 33510 33511 33515 33516 33520 33521 33525 33526 33530 33531 33535 33536 33540 33541 33545 33546 33550 33551 33555 33556 33560 33561 33565 33566 33570 33571 33575 33576 33580 33581 33585 33586 33590 33591 33595 33596 33600 33601 33605 33606 33610 33611 33615 33616 33620 33621 33625 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 Sec Axialfkl .03 .03 .262 .262 .03 .03 .03 .03 .03 .03 .204 .204 .204 .204 .204 .204 .435 .435 .406 .406 .496 .496 .346 .346 .145 .145 .486 .486 .553 .553 .078 .078 .145 .145 .486 .486 .553 .553 .078 .078 .145 .145 .486 .486 .553 .553 .078 .078 .447 .447 .394 .394 .483 .483 -.358 .358 v Shearfkl .237 .25 9.39 -9.437 .237 .25 .237 .25 .237 .25 7.102 7.14 7.102 7.14 7.102 7.14 .239 .248 .155 .332 .235 .252 .32 .167 7.103 7.139 7.04 7.202 7.1 7.142 7.163 7.078 7.103 7.139 7.04 7.202 7.1 7.142 7.163 7.078 7.103 7.139 7.04 7.202 7.1 7.142 7.163 7.078 .144 .148 .06 .232 .14 .152 .225 .067 z Shearfkl 0 0 .003 .003 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .013 .013 .458 .458 .013 .013 .458 .458 .012 .012 .341 .341 .007 .007 .346 .346 .012 .012 .341 .341 .007 .007 .346 .346 .012 .012 .341 .341 .007 .007 .346 .346 .013 .013 .458 .458 .013 .013 .458 .458 Torauef k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .006 .006 0 0 .006 .006 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .004 .004 0 0 .006 .006 0 0 .006 .006 v v Momentfk...z z Momentfk... I 0 I 0 .014 .016 0 0 0 0 0 0 .011 .012 .011 .012 .011 .012 .25 .134 2.086 2.114 .251 .135 2.084 2.115 .198 .089 1.553 1.574 .177 .113 1.575 1.598 .198 .089 1.553 1.574 .177 .113 1.575 1.598 .198 .089 1.553 1.574 .177 _113 1.575 1.598 .25 .135 2.085 2.114 .251 .135 2.085 2.115 1.439 1.382 2.618 2.835 1.439 1.382 1.439 1.382 1.439 1.382 1.604 1.781 1.604 1.781 1.604 1.781 1.973 1.934 1.846 1.034 .904 .829 1.031 1.729 1.203 1.367 1.298 2.042 2.004 2.195 1.909 1.52 1.203 1.367 1.298 2.042 2.004 2.195 1.909 1.52 1.203 1.367 1.298 2.042 2.004 2.195 1.909 1.52 -1.397 1.382 -1.271 .482 .329 .277 -.456 1.176 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 295 i t w 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 33626 33630 33631 33635 33636 33640 33641 33645 33646 33650 33651 33655 33656 33660 33661 33665 33666 33670 33671 33675 33676 33680 33681 33685 33686 33690 33691 33695 33696 33700 33701 33705 33706 33710 33711 33715 33716 33720 33721 33725 33726 33730 33731 33735 33736 33740 33741 33745 33746 33750 33751 33755 33756 33760 33761 33765 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 M96 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .042 .042 .407 .407 .407 .407 .407 .407 .152 .152 .036 .036 .036 .036 .036 .036 .036 .036 .152 .152 .036 .036 .036 .036 .036 .036 .036 .036 .152 .152 .036 .036 .036 .036 .036 .036 .036 .036 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 .152 v Shearfkl .332 .349 14.929 15 14.929 15 14.929 15 4.861 4.893 .285 .299 .285 .299 .285 .299 .285 .299 4.861 -4.893 .285 -.299 .285 .299 .285 .299 .285 .299 4.861 -4.893 .285 .299 .285 .299 .285 .299 .285 -.299 4.861 4.893 4.861 -4.893 4.861 -4.893 4.861 -4.893 4.861 -4.893 4.861 -4.893 4.861 -4.893 4.861 4.893 4.861 4.893 z Shearfkl 0 0 .005 .005 .005 .005 .005 .005 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 Torauefk -ftl 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk._. 0 0 .023 .026 .023 .026 .023 .026 .007 .008 0 0 0 0 0 0 0 0 .007 .008 0 0 0 0 0 0 0 0 .007 .008 0 0 0 0 0 0 0 0 .007 .008 .007 .008 .007 .008 .007 .008 .007 .008 .007 .008 .007 .008 .007 .008 .007 .008 -2.014 1.935 4.764 5.089 4.764 5.089 4.764 5.089 .302 .45 1.726 1.658 1.726 1.658 1.726 1.658 1.726 1.658 .302 .45 1.726 1.658 1.726 1.658 1.726 1.658 -1.726 1.658 .302 .45 1.726 1.658 1.726 1.658 1.726 1.658 1726 1.658 .302 .45 .302 .45 .302 .45 .302 .45 .302 .45 .302 .45 .302 .45 .302 .45 .302 .45 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 296 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Section Forces (Continued) 33766 33770 33771 33775 33776 33780 33781 33785 33786 33790 33791 33795 33796 33800 33801 33805 33806 33810 33811 33815 33816 33820 33821 33825 33826 33830 33831 33835 33836 33840 33841 33845 33846 33850 33851 33855 33856 33860 33861 33865 33866 33870 33871 33875 33876 33880 33881 33885 33886 33890 33891 33895 33896 33900 33901 33905 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M96 I 1 5 M96 I 1 5 M96 I 1 5 M96 1 5 M96 1 5 M96 I 1 5 M96 1 5 M96 1 I 5 M96 1 5 M96 1 5 M96 1 5 M96 1 5 M96 1 5 M96 1 5 M96 1 5 M97 1 5 M97 1 5 M97 1 5 M97 1 5 M97 1 5 M97 1 5 M97 1 5 M97 1- 5 M97 1 5 M97 1 5 M97 1 5 M97 1 5 M97 1 5 .152 .152 .152 .152 .152 .152 .513 .513 .69 69 .817 .817 .386 .386 .027 .027 .027 .027 .027 .027 .027 .027 .638 .638 .565 .565 .692 .692 .511 .511 0 0 .061 .061 .289 .289. .061 .061 .061 .061 .061 .061 .232 .232 .232 .232 .232 .232 .158 .158 1.399 1.399 .28 .28 1.522 1.522 Barker Support Sec Axialrkl v Shearrkl 4.861 -4.893 4.861 -4.893 4.861 4.893 4.864 -4.89 4.743 5.011 4.858 -4.896 4.978 -4.776 .713 .225 .213 .225 .213 .225 .213 .225 .216 .222 .096 .342 .211 .227 .331 .107 0 0 -2.691 2.762 11.095 11.166 2.691 -2.762 2.691 2.762 2.691 2.762 8.994 -9.065 -8.994 -9.065 8.994 -9.065 3.58 -3.651 2.101 -2.171 1.R02_ 1.873 3.282 3.352 Checked By z Shearrkl Torauefk ftl v v Momentrk...z z Momentrk... 11.002 0 .007 .302 11.002 0 .008 .45 .002 0 .007 .302 .002 0 .008 .45 1;.002 0 .007 .302 .002 0 .008 .45 .02 0 .364 .461 .02 0 .184 .339 f653 .009 2.972 .28 -.653 .009 -3.012 .947 .016 0 .351 1.065 .016 0 .201 1.24 1.656 .008 2.986 .884 11.656 .008 3 -029 .046 0 0 0 1.295 O 0 0 1.244 1' 0 0 0 1.295 11 0 0 0 1.244 0 0 0 1.295 O 0 0 1.244 11 0 0 0 1.295 11 0 0 0 1.244 .018 0 .357 2.058 .018 0 .192 2.033 1654 .008 2.979 .1.877 F,.654 -.008 3.021 .747 .018 0 .358 .532 .018 0 .193 .454 I1, 654 .009 -2.978 .713 11.654 .009 3.021 1.74 0 0- 0 0 O 0 0 0 1 1.043 1.944 .055 .618 L043 -1.944 .002 3.008 .028 .683 .042 3.237 .028 .683 .005 18.04 .1 1.944 .055 .618 11.043 1.944 .002 3.008 .043 1.944 .055 .618 .043 1.944 .002 3.008 11.043 1.944 .055 .618 11.043 1.944 .002 3.008 .032 .999 .046 2.273 .032 .999 .003 14.782_ 11.032 .999 .046 2.273 11.032 .999 .003 14.282 .032 .999 .046 2.273 .032 .999 .003 14.282 111.54 2.628 1.337 1.005 II1.54 2.628 .712 3.804 -3.302 1.365 3.204 -.231 3.302 1.365 1.187 2 811 1 1.455 1.261 1.226 .232 '.1.455 1.261 .708 2.212 3.387 2.524 3.314 1.006 3.387 2.524 1.191 3.405 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 297 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 33906 33910 33911 33915 33916 33920 33921 33925 33926 33930 33931 33935 33936 33940 33941 33945 33946 33950 33951 33955 33956 33960 33961 33965 33966 33970 33971 33975 33976 33980 33981 33985 33986 33990 33991 33995 33996 34000 34001 34005 34006 34010 34011 34015 34016 34020 34021 34025 34026 34030 34031 34035 34036 34040 34041 3 4045 LC Member Label 14 I M97 15 1 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 RISA -3D Version 8.0 3 [T Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .068 -9 1.155 I -1.511 1.007 1.983 .068 -9.732 1.155 I 1.511 .529 14.879 .864 -8.551 -2.476 I .564 2.398 2.564 .864 -8.622 2.476 .564 .895 13.984 .396 -8.327 1.091 .486 .916 2.563 .396 -8.398 1.091 .486 .536 13.685 1.327 -9.437 2.54 1.433 -2.49 1.982 1.327 -9.508 2.54 1.433 .889 14.58 .068 -9.68 1 1.155 1.511 1.007 1.983 .068 -9.732 1.155 1.511 .529 14.879 .864 -8.551 2.476 .564 2.398 2.564 .864 -8.622 -2.476 .564 .895 13.984 .396 -8.327 1.091 .486 .916 2.563 .396 -8.398 -1.091 .486 .536 13.685 1.327 -9.437 2.54 1.433 -2.49 1.982 1.377 -9.508 2.54 1.433 .889 14.58 .068 -9.661 1.155 1.511 1.007 1.983 .068 -9.732 1.155 1.511 .529 14.879 .864 -8.551 2.476 .564 2.398 2.564 .864 -8.622 2.476 .564 .895 13.984 .396 -8.327 1.091 .486 .916 2.563 .396 -8.398 1.091 .486 .536 13.685 1.327 -9.437 2.54 1.433 2.49 1.982 1.327 -9.508 2.54 1.433 .889 14.58 .182 2.504 1.523 -1.85 1.315 .758 .182 2.546 1.523 1.85 .711 2.601 1.424 -1.024 .3.319 .587 3.226 .017 -1.424 1.067 3.319 .587 1.188 1.407 .256 .726 1.472 .483 1.248 016 .256_ .768 1.472 .483 .709 1.009 1.49/ 2.205 3.37 1.746 3.292 .759 1.497 2.248 3.37 1.746 1.19 2.202 .086 3.768 .06 -2.722 .077 -.866 .086 -3.867 .06 2.722 .002 4.211 .437 16.676 .028 .316 .046 5.426 .437 16.76 .028 .316 .008 27.661 .437 16.676 .028 .316 .046 5.426 .437 16.76 .028 .316 .008. 27.661 .437 16.676 .028 .316 .046 5.426 .437 16.76 .028 .316 .008 27.661 .187 7.431 .044 1.703 -.06 1.185 .187 7.516 .044 -1.703 .001 11.126 .074 3.23 .051 2.333 .066 .742 .074 -3.314 .051 2.333 .002 3.61 .074 -3.23 .051 -2:333 .066 .742 .074 3.314 .051 2.333 .002 3.61 .074 3.23 .051 -2.333 .066 .742 .074 -3.314 .051 2.333 .002 3.61 .074 3.23 .051 -2.333 .066 .742 .074 3.314 .051 2.333 .002 3.61 .187 -7.431 .044 1.703 .06 1.185 .187 -7.516 .044 1.703 .001 11.126 .074 -3.23 .051 2.333 .066 .742 .074 3.314 .051 -2.333 .002 3.61 .074 -3.23 .051 2.333 .066 .742 .074 -3.314 .051 2.333 .002 3.61 Torauefk ftl v v Momentfk...z z Momentfk. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 298 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 34046 34050 34051 34055 34056 34060 34061 34065 34066 34070 34071 34075 34076 34080 34081 34085 34086 34090 34091 34095 34096 34100 34101 34105 34106 34110 34111 34115 34116 34120 34121 34125 34126 34130 34131 34135 34136 34140 34141 34145 34146 34150 34151 34155 34156 34160 34161 34165 34166 34170 34171 34175 34176 34180 34181 34185 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 Member Label M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 M97 Sec 1 I 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .074 .074 .074 .074 .187 .187 .074 .074 .074 .074 .074 .074 .074 .074 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .187 .125 .125 1.899 1.899 .5 .5 2.274 2.274 .055 .055 .055 .055 .055 .055 .055 .055 .258 .258 v Shearfkl 3.23 3.314 -3.23 3.314 7.431 7.516 3.23 3.314 -3.23 -3.314 3.23 3.314 3.23 -3.314 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 7.431 7.516 8.702 8.786 6.588 -6.673 6.161 -6.246 8.275 -8.36 2.422 2.486 -2.422 2.486 -2.422 2.486 2.422 2.486 3.692 3.756 z Shearfkl .051 .051 .051 .051 .044 .044 .051 .051 .051 _051 .051 .051 .051 .051 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 2.183 2.183 -4.733 -4.733 -2.095 -2.095 4.822 4.822 .039 .039 .039 .039 .039 .039 .039 .039 2.178 2.1-78 Torauefk ftl v v Momentfk...z z Momentfk... 2.333 2.333 2.333 2.333 1.703 1.703 2.333 2.333 -2.333 2.333 2.333 2.333 2.333 -2.333 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 -1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 1.703 2.679 2.679 .875 .875 .726 .726 2.531 2.531 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.75 2.726 2.726 .066 .002 .066 002 .06 .001 .066 002 .066 002 066 .002 .066 .002 .06 .001 .06 .001 .06 .001 .06 .001 .06 .001 .06 .001 .06 .001 .06 .001 .06 .001 -.06 -.001 .06 .001 .06 .001 1.891 1.013 4.596 1.7 1.771 1.016 -4.715 1.698 .05 .002 -.05 .002 .05 .002 .05 .002 1.881 1.016 .742 3.61 .742 3.61 1.185 11.126 .742 3.61 .742 3.61 .742 3.61 .742 3.61 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 1.185 11.126 .633 12.263 1.739 10.558 1.738 9.989 .631 11.693 .557 2.707 -.557 2.707 .557 2.707 .557 2.707 1.109 3.844 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 299 1 1 t 1 1 t t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 34186 34190 34191 34195 34196 34200 34201 34205 34206 34210 34211 34215 34216 34220 34221 34225 34226 34230 34231 34235 34236 34240 34241 34245 34246 34250 34251 34255 34256 34260 34261 34265 34266 34270 34271 34275 34276 34280 34281 34285 34286 34290 34291 34295 34296 34300 34301 34305 34306 34310 34311 34315 34316 34320 34321 134325 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M97 M97 M97 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 Sec 1 5 1 5 1 5 1 5 1 5 Axialfkl 2.031 -2.031 .368 .368 2.142 2.142 0 0 .016 .016 .006 .006 .016 .016 .016 .016 .016 .016 0 0 0 0 0 0 .038 .038 1.922 1.922 .07 .07 1.953 1.953 .041 .041 1.454 1.454 .04 .04 1.452 1.452 .041 .041 1.454 1.454 .04 .04 1.452 1.452 .041 .041 1.454 1.454 04 .04 1.452 1.452 v Shearfkl 1.579 1.642 1.152 1.216 -3.266 3.329 0 0 .668 .079 3.429 .98 .668 .079 .668 .079 .668 .079 2.739 .755 2.739 .755 2.739 .755 .77 .18 .71 12 .567 .022 .627 .038 2.814 .83 2.769 .785 2.663 .679 2.708 724_ 2.814 .83 2.769 .785 2.663 .679 2.708 .724 2.814 .83 2.769 .785 2.663 .679 2.708 .724 z Shearfkl -4.739 -4.739 2.101 2.101 4.816 4.816 0 0 0 0 .003 .003 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .027 .027 .158 .158 .028 .028- .157 .157 .023 .023 .116 .116 .018 .018 .12 .12 .023 .023 .116 .116 .018 .018 .12 .12 .073. .023 .116 .116 .018 -.018 .12 .12_ Torauefk ftl v v Momentfk...z z Momentfk.. .922 .922 .774 .774 2.578 2.578 0 0 .006 .006 .008 .008 .006 006 .006 .006 .006 -.006 .004 .004 .004 .004 .004 .004 .019 .019 .003 .003 .006 .006 .009 .009 .005 .005 .007 .007 .014 .014 .002 .002 .005 .005 .007 .007 .014 .014 .002 .002 .005 -.005 .007 .007 .014 .014 .002 .002 4.606 1.697 1.781 1.013 -4.705 1.7 0 0 .005 0 .013 .004 .005 0 .005 0 .005 0 .009 .003 .009 .003 .009 .003 .094 .053 .89 .019 .103 .051 .88 .017 .083 .043 .655 .017 .065 .036 .673 -.01 .083 .043 .655 .017 .085 .036 .673 .01 .083 .043 .655 .017 .065 -.036 .673 .01 .003 2.139 .004 1.57 -1.111 3.275 0 0 2.63 .305 15.394 1.314 2.63 .305 2.63 .305 2.63 .305 12.203 1.062 12.203 1.062 12.203 1.062 3.287 .405 2.767 .215 1.974 .204 2.493 .395 12.696 1.137 12.306 .994 11.711 .986 12.101 1.129 12.696 1.137 12.306 .994 11.711 .986 12.101 1.129 12.696 1.137 12.306 .994 11.711 .986 12.101 1.129 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 300 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 34326 26 34330 34331 27 34335 34336 28 34340 34341 29 34345 34346 30 34350 34351 31 34355 34356 32 34360 34361 33 34365 34366 34 34370 34371 35 34375 34376 36 34380 34381 37 34385 34386 38 34390 34391 39 34395 34396 40 134400 134401 41 344051 34406 42 134410 34411 43 34415 34416 44 34420 34421 45 34425 34426 46 34430 34431 47 34435 34436 48 34440 34441 49 34445 34446 50 34450 34451 51 34455 34456 52 34460 34461 53 34465 Member Label M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M98 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .044 .044 1.928 1.928 .063 .063 1.947 1.947 .022 .022 .016 .016 .016 .016 .016 .016 .008 .008 .019 .019 .019 .019 .019 .019 .019 .019 .008 .008 .019 .019 .019 .019 .019 .019 .019 .019 .008 .008 .019 .019 .019 .019 .019 .019. .019 .019 .008 .008 .008 _008 .008 .008 .008 .008 .008 .008 v Shearfkl z Shearfkl Torauefk ftl .502 I .027 I .016 .149 I .027 I .016 .442 .158 I 0 .089 .158 0 .3 .028 .009 .054 .028 .009 .36 .157 .007 .006 .157 .007 .936 .001 .009 .111 .001 .009 5.218 .005 .015 1.536 .005 .015 5.218 .005 .015 1.536 .005 .015 5.218 .005 .015 1.536 .005 .015 2.182 .001 0 .545 .001 0 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 :007 2.182 .001 0 .545 .001 0 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 2.182 .001 0 .545 .001 0 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 .007 .802 0 .007 .095 0 -.007 2.182 .001 0 .545 .001 0 2.182 .001 0 .545 .001 0 2.182 .001 0 .545 .001 0 2.182 .001 0 .545 .001 0 2.182 .001 0 .545 .001 0 v v Momentfk...z z Momentfk... .096 .053 .888 .018 .102 .052 .882 -.017 .007 .001 .023 .006 .023 .006 .023 .006 .003 .003 .006 0 .006 0 .006 0 .006 0 .003 .003 .006 0 .006 0 006 0 .006 0 .003 .003 .006 0 .006 0 .006 0 .006 0 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 2.235 .283 1.715 .093 .921 .082 1.441 .273 3.682 .427 23.579 1.981 23.579 1.981 23.579 1.981 9.538 .871 3.156 .366 3.156 .366 3.156 .366 3.156 .366 9.538 .871 3.156 .366 3.156 .366 3.156 .366 3.156 .366 9.538 .871 3.156 .366 3.156 .366 3.156 .366 3.156 .366 9.538 .871 9.538 .871 9.538 .871 9.538 .871 9.538 .871 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 301 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 34466 34470 34471 34475 34476 34480 34481 34485 34486 34490 34491 34495 34496 34500 34501 34505 34506 34510 34511 34515 34516 34520 34521 34525 34526 34530 34531 34535 34536 34540 34541 34545 34546 34550 34551 34555 34556 34560 34561 34565 34566 34570 34571 34575 34576 34580 34581 34585 34586 34590 34591 34595 134596 134600 134601 134605 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M98 M99 M99 M99 M99 M99 M99 M99 M99 M99 Sec 1 I 5 1 5 1 5 1 5 1 5 1 Torauefk -ftl v -v Momentfk...z -z Momentfk... Axialfkl v Shearfkl z Shearfkl .008 2.182 .001 0 .003 9.538 .008 .545 .001 0 .003 .871 .008 2.182 .001 0 .003 9.538 .008 .545 .001 0 .003 .871 .008 2.182 .001 0 .003 9.538 .008 .545 .001 0 .003 .871 .008 2.182 .001 0 .003 9.538 .008 .545 .001 0 .003 .871 .008 2.182 .001 0 .003 9.538 .008 .545 .001 0 .003 .871 .008 2.182 .001 0 -.003 9.538 .008 .545 .001 0 .003 .871 .008 2.182 .001 0 -.003 9.538 .008 .545 .001 0 .003 .871 .069 2.327 .04 .018 .144 10.476 .069 .69 .04 .018 .077 1.014 -2.76 2.241 .224 .004 1.261 9.734 2.76 .604 .224 .004 .028 .742 .085 2.038 .038 .017 .138 8.6 .085 .401 .038 .017 .072 .727 2.776 2.123 .226 .005 1.268 9.343 2.776 .486 .226 .005 .023 .999 .014 .602 0 .006 .004 2.367 .014 .071 0 .006 0 .274 .014 .602 0 .006 .004 2.367 .014 .071 0 .006 0 .274 .014 .602 0 .006 .004 2.367 .014 .071 0 .006 0 .274 .014 .602 0 .006 .004 2.367 .014 .071 0 .006 0 .274 .063 .746 .039 .023 .136 3.305 .063 .216 .039 .023 .075 .418 2.754 .66 .226 0 1.269 2.563 2.754 .13 .226 0 .026 .146 .091 .457 .04 .012 .145 1.429 .091 .073 .04 .012 .074 .131 2.782 .543 .225 -.01 1.26 2.172 2.782 .012 .225 .01 .025 .403 0 0 0 0 0 0 0 0 0 0 0 0 .008 .108 .003 .013 .004 .157 .008 .335 .003 .013 .014 .693 -.049 2.603 0 .006 .001 4.347 .049 -4.557 0 .006 .005 18.717 .008 .108 .003 .013 .004 .157 .008 .335 .003 .013 .014 .693 .008 .108 .003 .013 I .004 .157 .008 .335 .003 .013 I .014 .693 .008 .108 .003 -.013 .004 .157 .008 .335 .003 -.013 .014 .693 .035 1.925 .001 .002 .002 3.299 .035 -3.502 .001 .002 .007 14.211 .035 1.925 .001 .002 I .002 3.299 .035 3.502 .001 .002 I -.007 14.211 .035 1.925 .001 .002 I .002 3.299 .035 I 3.502 .001 .002 I .007 14.211 RISA -3D Version 8.0 3 [T \Calcs_Struc\ BarkerFrame \BarkerFrameOpt5Mat.r 3d] Page 302 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 346061 10 346101 346111 11 346151 346161 12 34620 34621 13 34625 34626 14 34630 34631 15 34635 34636 16 34640 34641 17 34645 34646 18 34650 34651 19 34655 34656 20 34660 34661 21 34665 34666 22 34670 34671 23 34675 34676 24 34680 34681 25 34685 34686 26 34690 34691 27 34695 34696 28 34700 34701 29 34705 34706 30 34710 34711 31 34715 34716 32 34720 34721 33 34725 34726 34 34730 34731 35 34735 34736 36 34740 34741 37 34745 Member Label M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 Sec Axialfkl v Shearfkl z Shearfkl Torauefk ftl v Momentfk...z z Momentfk... 1 .086 I .115 .123 I .007 .026 .126 5 .086 I .328 .123 .007 .493 .637 1 .841 .142 .091 .015 .047 .188 5 .841 .301 .091 .015 .297 .595_ 1 .07 .102 .117 .019 .018 .188 5 .07 .342 .117 .019 .464 .75 1 .825 .074 .096 .012 .04 .126 5 .825 .369 .096 .012 .326 .792 1 .024 1.92 .091 .006 .019 3.276 5 .024 -3.497 .091 .006 .366 14.169 1 .59 1.9 .069 0 .035 3.322 5 .59 3.476 .069 0 .227 14.137 1 .093 1.93 .089 .003 .015 3.322 5 .093 3.507 .089 .003 .352 14.253 1 .659 1.951 .071 .003 .031 3.276 5 .659 3.527 .071 .003 .241 14.285 1 .024 -1.92 .091 .006 .019 3.276 5 .024 3.497 .091 .006 .366 14.169 1 .59 1.9 .069 0 .035 3.322 5 .59 3.476 .069 0 .227 14.137 1 .093 1.93 .089 -.003 .015 3.322 5 .093 -3.507 .089 .003 .352 14.253 1 .659 1.951 .071 .003 .031 3.276 5 .659 -3.527 .071 .003 .241 14.285_ 1 .024. 1.92 .091 .006 .019 3.276 5 .024 -3.497 .091 .006 .366 14.169 1 .59 1.9 .069 0 .035 3.322 5 .59 -3.476 .069 0 .227 14.137 1 .093 1.93 .089 -.003 .015 3.322 5 .093 -3.507 .089 .003 .352 14.253 1 .659 1.951 .071 .003 .031 3.276 5 .659 3.527 .071 .003 .241 14.285 1 .083 .072 .122 -.002 .025 .063 5 .083 .194 -.122 .002 .487 36 1 .837 .099 .092 -.01 .046 .125 5 .837 .167 .092 .01 .303 .317 1 .073 .058 .118 .014 .02 .125 5 .073 .208 .118 .014 .47 .472 1 .828 .031 .095 .006 .041 .063 5 .828 .235 .095 .006 .32 .514 1 .011 .152 .004 .019 .005 .22 5 .011 .469 .004 -.019 .02 .971 1 .081 -4.208 0 .016 0 6.892 5 .081 7.157 0 .016 .002 29.67 1 .081 -4.208 0 .016 0 6.892 '5 .081 7.157 0 .016 .002 29.67 1 .081 -4.208 0 .016 0 6.892 5 .081 7.157 0 .016 .002 29.67 1 .019 1.226 .002 .006 .003 2.283 5 .019 2.513 -.002 .006 .012 9 841 1 .009 .13 .003 .016 .005 .188 5 .009 .402 .003 .016 .017 .832 1. .009 .13 .003 .016 .005 .1'88 5 .009 .402 .003 .016 .017 .832 1 .009 .13 .003 -.016 -.005 .188 5 .009 .402 .003 .016 I .017 .832 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 303 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 347461 38 347501 347511 39 347551 347561 40 34760 34761 41 34765 34766 42 34770 34771 43 34775 34776 44 34780 34781 45 34785 34786 46 34790 34791 47 34795 34796 48 34800 134801 49 134805 134806 50 34810 34811 51 134815 34816 52 34820 34821 53 34825 34826 54 34830 34831 55 34835 134836 56 134840 134841 57 134845 134846 58 34850 34851 59 34855 134856 60 134860 34861 61 134865 134866 62 134870 134871 63 34875 34876 64 34880 34881 65 134885 Member Label M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 M99 Sec 1 I 5 1 1 I 5 1 1 I 5 1 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 .5 1 5 Axialfkl .009 .009 .019 019 .009 .009 .009 .009 .009 .009 .009 .009 .019 .019 .009 .009 .009 .009 .009 .009 .009 .009 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 -.019 .019 .019 .019 .019 .019 .093 .093 1.171 1.171 .131 .131 1.209 1.209 .007 .007 v Shearfkl .13 .402 1.226 2.513 .13 .402 .13 .402 .13 .402 .13 .402 1.226 2.513 .13 .402 .13 .402 .13 .402 .13 .402 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 2.513 1.226 -2.513 1.216 2.504 1.177 2.464 1.235 2.523 1.274 -2.562 .098 .302 z Shearfkl .003 .003 .002 .002 .003 .003 .003 .003 .003 -.003 .003 .003 .002 .002 .003 .003 .003 .003 .003 .003 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 -.002 .002 -.002 .002 .002 .002 .002 -.002 .174 .174 .131 .131 .169 .169 -.136 .136 -.002 .002 Torauefk -ft1 v -v Momentfk...z -z Momentfk... .016 .005 .188 -.016 .017 .832 -.006 .003 2.283 .006 .012 9.844 .016 .005 .188 .016 .017 .832 .016 .005 .188 .016 .017 .832 .016 .005 .188 .016 .017 .832 .016 .005 .188 .016 .017 .832 .006 .003 2.283 .006 .012 9.844 .016 .005 .188 .016 .017 .832 .016 .005 .188 .016 .017 .832 .016 .005 .188 .016 .017 .832 .016 .005 .188 .016 .017 .832 .006 .003 2.283 .006 .012 9.844 .006 -.003 2.283 .006 .012 9.844 .006 .003 2.283 I .006 .012 9.844 .006 .003 2.283 .006 .012 9.844 .006 .003 2.283 .006 .012 9.844 1 .006 .003 2.283 .006 .012 9.844 .006 .003 2.283 .006 .012 9.844 I .006 .003 2.283 .006 -.012 9.844 .006 .003 2.283 .006 .012 9.844 .006 .003 2.283 .006 .012 9.844 1 .006 .003 2.283 1 .006 .012 9.844 1 .006 .003 2.283 -.006 .012 9.844 .002 .035 2.239. .002 .696 9.763 .009 .066 2:327 .009 .433 9.703 .015 .028 2.327 .015 .671 9.924 .004 .059 2.239 .004 .458 9.984 .012 .004 .141 .012 .013 .624 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 304 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label 34886 66 I M99 34890 34891 67 M99 34895 34896 68 I M99 34900 34901 69 M99 34905 34906 70 M99 34910 34911 71 M99 34915 34916 72 M99 34920 34921 1 M100 34925 34926 2 M100 34930 34931 3 M100 34935 34936 4 M100 34940 34941 5 M100 34945 34946 6 M100 34950 34951 7 M100 34955 349561 8 M100 34960 34961 g M100 34965 34966 10 M100 34970 34971 11 M100 34975 34976 12 M100 34980 34981 13 M100 34985 34986 14 M100 34990 34991 15 M100 34995 34996 16 M100. 35000 35001 17 M100 35005 350061 18 M100 350101 350111 19 M100 350151 35016 20 M100 35020 350211 21 M100 350251 Sec Axialfkl .007 .007 .007 .007 .007 .007 .119 .119 1.197 1.197 .105 .105 1.183 1.183 0 0 .012 .012 .007 .007 .012 .012 .012 .012 .012 .012 .008 .008 .008 .008 .008 .008 .077 .077 1.933 1.933 .053 -.053 1.909 1.909 .057 .057 1.449 1.449 .04 .04 1.432 1.432 .057 .057 1.449 1.449 -.04 -.04 1.432 1.432 v Shearfkl .098 .302 .098 .302 .098 .302 .107 .292 .146 .253 .088 .311 .049 .35 0 0 .357 .243 1.829 .63 .357 .243 .357 .243 .357 .243 1.461 .533 1.461 .533 1.461 -.533 .352 -.248 .375 .225 .362 .238 .338 .262 1.457 -.537 1.475 .52 1.465 .53 1:447 .547 1.457 .537 1.475 -.52 1.465 .53 1.447 .547 z Shearfkl .002 .002 .002 .002 .002 .002 .174 .174 .131 .131 .169 .169 .136 .136 0 0 .002 .002 .007 .007 .002 .002 .002 .002 .002 .002 .005 .005 .005 .005 .005 .005 .073 .073 .141 .141 .069 .069 .138 .138 .048 .048 .1 .1 .058 .058 .11 .11 .048 .048 .1 .1 .058 .058 .11 ..11 Torauefk ftl .012 .012 .012 .012 .012 .012 .003 .003 .015 .015 .021 .021 .009 .009 0 0 .001 .001 .01 .01 .001 .001 .001 .001 .001 .001 .008 .008 .008 .008 .008 .008 .016 .016 0 0 .018 .018 .002 .002 .005 .005 .007 .007 .021 .021 .009 .009 .005 .005 .007 .007 .021 .021 .009 .009 v v Momentfk...z z Momentfk... .004 .013 .004 .013 .004 .013 .035 .696 .066 .432 .028 .671 .059 .458 0 0 .005 .004 .005 .036 .005 .004 .005 .004 .005 .004 .003 .026 .003 .026 .003 .026 .116 .298 .12 .687 .107 .289 .111 .678 .081 .194 .083 .486 .086 .246 .089 .538 .081. .194 .083 .486 .086 :246 .089 .538 .141 .624 .141 .624 .141 .624 .097 .543 .185 .483 .185 .704 .097 .765 0 0 .117 .041 1.675 .04 .117 .041 .117 .041 .117 .041 1.285 .04 1.285 .04 1.285 .04 .087 .039 .134 .048 .147 .042 .101 .129 1.263 .039 1.298 .026 1.308 .041 1.273 .106 1.263 .039 1.298 .026 1.308 .041 1.273 .106 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 305 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 35026 35030 35031 35035 35036 35040 35041 35045 35046 35050 35051 35055 35056 35060 35061 35065 35066 35070 35071 35075 35076 35080 35081 35085 35086 35090 35091 35095 35096 35100 35101 35105 35106 35110 35111 35115 35116 35120 35121 35125 35126 35130 35131 35135 35136 35140 35141 35145 35146 35150 35151 35155 35156 35160 35161 35165 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 5 Axialrkl .057 057 1.449 1.449 .04 .04 1.432 1.432 .072 .072 1.928 1.928 .058 .058 1.914 1.914 .017 .017 .006 .006 .006 .006 .006 .006 .012 .012 .015 .015 .015 .015 .015 .015 .015 .015 .012 .012 .015 .015 .015 .015 .015 .015 .015 .015 .012 .012 .015 .015 .015 .015 .015 .015 .015 .015 .012 .012 v Sheartkl 1.457 .537 1.475 .52 1.465 .53 1.447 .547 .209 .151 .232 .128 .219 .141 .196 .164 .499 .341 2.784 .911 2.784 .911 2.784 .911 1.164 .485 .428 .292 428 .292 .428 .292 .428 -.292 1.164 .485 .428 .292 .428 .292 .428 .292 .428 .292 1.164 .485 .428 -.292 .428 .292 .428 .292 .428. .292 1.164 .485 z Sheartkl .048 .048 .1 .1 .058 .058 .11 .11 .072 .072 .141 .141 .07 .07 .139 .139 .002 .002 .012 .012 .012 -.012 .012 .012 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 Torouerk ftl .005 .005 .007 .007 .021 .021 .009 .009 .017 .017 0 0 .018 .018 .002 .002 .002 .002 .016 .016 .016 .016 .016 .016 .006 .006 .001 .001 .001 .001 .001 .001 .001 -.001 .006 .006 .001 .001 .001 .001 .001 .001 .001 .001 .006 .006 -.001 .001 .001 .001 -.001 .001 .001 .001 .006 .006 v v Momentrk...z z Momentlk... .081 .194 .083 .486 086 .246 089 .538 .114 296 .118 .685 .109 .291 .112 .68 .006 006 .01 .059 .01 .059 .01 .059 0 .015 .005 .005 .005 .005 .005 .005 005 .005 0 .015 .005 .005 .005 .005 .005 .005 .005 .005 0 .015 .005 .005 -.005 .005 .005 .005 .005 .005 0 .015 1.263 .039 1.298 -.026 1.308 .041 1.273 .106 .04 023 .087 .064 .1 .026 .054 .113 .164 .057 2.632 .047 2.632 .047 2.632 .047 .919 .048 .141 .049 .141 .049 .141 .049 .141 .049 .919 .048 .141 .049 .141 .049 .141 .049 .141 .049 .919 .048 .141 .049 .141 .049 .141 .049 .141 .049 .919 .048 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 306 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 35166 35170 35171 35175 35176 35180 35181 35185 35186 35190 35191 35195 35196 35200 35201 35205 35206 35210 35211 35215 35216 35220 35221 35225 35226 35230 35231 35235 35236 35240 35241 35245 35246 35250 35251 35255 35256 35260 35261 35265 35266 35270 35271 35275 35276 35280 35281 35285 35286 35290 35291 35295 35296 35300 35301 35305 LC 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M100 M101 M101 M101 M101 M101 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .012 .105 .105 2.756 2.756 .081 .081 2.732 2.732 .011 .011 .011 .011 .011 .011 .011 .011 .104 .104 2.755 2.755 .082 .082 -2.733 -2.733 0 0 .079 -.079 .073 .073 .079 079 .079 :079. v Shearfkl 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.164 .485 1.157 .493 1.191 .459 1.171 .478 1.138 .512 .321 .219 .321 .219 .321 .219 .321 .219 .314 .226 .347 .193 .328 .212 .295 .245 0 0 1.025 -1.512 .422 1.878 1.025 1.512 1.025 1.512 z Shearfkl .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .099 .099 .197 .197 .104 .104 .202 .202 .001 .001 .001 .001 .001 .001 .001 .001 .103 .103 .201 .201 .1 .1 .198 .198 0 0 .001 .001 0 0 .001 .001 .001 .001 Torauefk ftl v v Momentfk...z z Momentfk... 006 I 0 I .919 .006 I .015 I .048 .006 0 I .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 -.015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .006 0 .919 .006 .015 .048 .019 .159 .876 .019 .404 .046 .004 .165 .943 .004 .96 .078 .031 .158 .962 I .031 .434 .05 I .008 .164 .896 .008 -.99 .175 0- .004 .106 O .004 .037 O .004 .106 0 .004 .037 0 .004 .106 O .004 .037 O .004 .106 0 .004 .037 .024 .163 .062 .024 .423 .034 O .168 .129 O .979 .09 .026 .155 .149 .026 .415 .039 .003 .16 .082 .003 .971 .163 0 0 0 0 0 0 .007 0 2.182 .007 .006 7.057 .028 0 2.843 .028 .003 6.853 .007 0 2.182 .007 .006 7.057 .007 0 2.182 .007 -.006 7.057 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 307 1 1 a 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 35306 35310 35311 35315 35316 35320 35321 35325 35326 35330 35331 35335 35336 35340 35341 35345 35346 35350 35351 35355 35356 35360 35361 35365 35366 35370 35371 35375 35376 35380 35381 35385 35386 135390 135391 135395 135396 35400 35401 35405 35406 35410 35411 35415 35416 35420 35421 35425 35426 35430 35431 35435 35436 35440 35441 35445 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label Sec M101 1 5 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 Axialfkl v Shearfkl z ShearRI_ .079 .079 .075 .075 .075 .075 .075 .075 .183 .183 6.019 6.019 .025 .025 6.177 -6.177 .153 .153 4.499 4.499 .003 .003 -4.648 4.648 .153 .153 4.499 4.499 .003 .003 -4.648 -4.648 .153 .153 4.499 4.499 .003 .003 4.648 -4.648 .151 .151 6.051 6.051 .057 .057 -6.146 -6.146 .1.1 -.11 .086 .086 .086 -.086 .086 .086 1.025 1.512 .06 1.786 .06 1.786 .06 1.786 .998 1.485 .893 1.379 1.052 1.539 1.157 1.644 .08 1.766 .159 1.687 .04 1.806 .039 1.885 .08 1.766 .159 1.687 .04 1.806 .039 1.885 .08 1.766 .159 1.687 .04 1.806 .039 1.885 .588 .88 .483 .775 .642 .934 .747 1.039 1.435 -2.116 1,085 2.4 1.085 -2.4 1.085 -2.4 -.001 .001 0 0 0 0 0 0 .09 .09 .095 .095 .087 .087 .098 .098 .067 .067 .072 .072 .065 .065 .073 .073 .067 .067 .072 .072 .065 .065 .073 .073 .067 .067 .072 .072 .065 .065 .073 .073 .089 .089 .096 .096 .088 .088 .097 .097 .002 -.002 0 0 0 0 0 0 Torauetk -ftl v -v Momentfk...z -z .007 I 0 .007 .006 .023 0 .023 .004 .023 0 .023 .004 .023 0 .023 .004 .038 .035 .038 .366 .009 .054 .009 .407 -.024 .033 .024 .355 .006 .056 .006 .418 .046 .026 .046 .274 .024 .041 .024 .306 0 .025 0 .267 .021 .042 .021 .313 .046 .026 .046 .274 .024 .041 .024 .306 O .025 O .267 .021 .042 .021 .313 .046 .026 .046 .274 .024 .041 .024 .306 0 .025 O .267 .021 .042 .021 .313 .035 .034 .035 .364 .006 .055 .006 .409 -.027 .033 -.027 .358 .003 .056 .003 .416 .01 .001 .01 .008 .042 0 .042 .002 .042 0 .042 ..002 .042 0 .042 .002 Momentik... 2.182 I 7.057 2.678 6.904 2.678 6.904 2.678 6.904 2.056 6.831 3.337 7.722 2.308 7.282 1.027 6.391 2.584 6.734 3.544 7.403 2.772 7.073 1.812 6.404 2.584 6.734 3.544 7.403 2.772 7.073 1.812 6.404 2.584 6.734 3.544 7.403 2.772 7.073 1.812 6.404 1.183 4.008 2.464 4.9 1.435 4.46 .154 3.568 3.055 9.879 3.676 8.142 3.676 8.142 3.676 8.142 RISA 3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 308 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 35446 34 35450 35451 35 35455 35456 36 35460 35461 37 35465 35466 38 35470 35471 39 35475 35476 40 35480 35481 41 35485 35486 42 35490 35491 43 35495 35496 44 35500 35501 45 35505 35506 46 35510 35511 47 35515 35516 48 35520 35521 49 35525 35526 50 35530 35531 51 35535 35536 52 35540 35541 53 35545 35546 54 35550 35551 55 35555 35556 56 35560 35561 57 35565 35566 58 35570 35571 59 35575 35576 60 355801 355811 61 355851 LC Member Label Sec Axialfkl M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 1 5 1 5 1 5 1 5 1 5 1 5 1 5 v Shearfkl z Shearfkl .092 .507 I .001 .092 1.997 I .001 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 1.814 .002 .092 .507 .001 .092 1.997 .001 .095 1.23 .002 .095. 1.814 .002 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 -1.814 -002 .095 1.23 .002 .095 1.814 .002 .092 .507 .001 .092 1.997 .001 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 1.814 .002 .095 1.23 .002 .095 1.814 .002 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507 .001 .092 1.997 .001 .092 .507. .001 -.092 1.997 .001 .24 .468 .127 .24 1.959 .127 Torauefk ftl v v Momentfk...z z Momentfk .019 .019 .009 .009 .009 .009 .009 .009 .009 .009 .019 .019 .009 .009 .009 .009 .009 .009 .009 .009 .019 .019 .009 .009 .009 .009 .009 .009 .009 .009 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .019 .063 :063- RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat:r3d] 0 .005 .001 .007 .001 .007 .001 .007 .001 .007 0 .005 .001 .007 .001 .007 .001 .007 .001 .007 0 .005 .001 .007 .001 .007 .001 .007 .001 .007 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 0 .005 .049 .521 2.949 8.366 2.618 8.468 2.618 8.468 2.618 8.468 2.618 8.468 2.949 8.366 2.618 8.468 2.618 8.468 2.618 8.468 2.618 8.468 2.949 8.366 2.618 8.468 2.618 8.468 2.618 8.468 2.618 8.468 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.949 8.366 2.769 8:044 Page 309 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 35586 62 35590 35591 63 35595 35596 64 35600 35601 65 35605 35606 66 35610 35611 67 35615 35616 68 35620 35621 69 35625 35626 70 35630 35631 71 35635 35636 72 35640 35641 1 356451 356461 2 35650 35651 3 35655 35656 4 35660 35661 5 35665 35666 6 35670 35671 7 35675 35676 8 35680 35681 9 35685 35686 10 35690 35691 11 35695 35696 12 35700 35701. 35705 135706 14 135710 135711 15 X35715 X35716 16 X35720 35721 17 135725 Member Label M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M101 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 Sec Axialfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 8.62 8.62 .057 .057 -8.804 -8.804 .071 .071 .071 .071 .071 .071 .071 .071 .22 .22 8.641 8.641 .078 .078 -8.783 -8.783 0 0 .007 .007 .015 .015 .007 .007 .007 .007 .007 .007 .013 .013 .013 .013 .013 .013 .03 .03 2.019 2.019 .016 .016 2.004 -2.004 .03 .03 1.522 1.522 :004 .004 1.495 1.495 v Shearfkl .318 1.808 .545 2.036 .696 2.186 .923 1.36 .923 1.36 .923 1.36 .923 1.36 .884 1.322 .734 1.171 .961 1.399 1.112 1.55 0 0 .693 .204 3.285 1.331 .693 .204 .693 .204 .693 .204 2.637 -1.049 2.637 1.049 2.637 1.049 .686 .212 .718 .179 .701 .197 .668 .229 2.632 1.055 2.656 1.031 2.643 -1.044 2.619 1.068 z Shearfkl Torauefk -ftl v -v Momentfk.. 1 .137 .137 .125 .125 .139 .139 .001 .001 .001 .001 .001 .001 .001 .001 .127 .127 .137 .137 .125 .125 .139 .139 0 0 .002 .002 .007 .007 .002 .002 .002 .002 .002 .002 .005 .005 .005 .005 .005 .005 .042 .042 .022 .022 .039 .039 .018 -.018 .036 .036 .02 .02 .025 .025 .01 .01 .021 .021 .025 .025 .017 .017 .006 .006 .006 .006 .006 .006 .006 .006 .051 .051 .009 .009 .038 .038 .004 .004 0 0 .002 .002 .002 .002 .002 .002 .002 .002 002 .002 .002 .002 .002 .002 .002 .002 .017 .017 .001 .001 .013 .013 .003 .003 .013 .013 .001 .001 -.009 -.009 .002 .002 .078 .584 .048 .51 .08 .595 0 .005 0 -.005 0 .005 0 .005 .049 .521 .078 .584 .048 .51 :08 .595 0 0 0 .008 .004 .035 0 .008 0 .008 0 .008 .003 .028 .003 .028 .003 .028 .001 .242 .037 .16 .002 .226 .038 .143 .002 .204 .0 ?5_ .142 .004 .147 .031 .085 z z Momentfk.. 4.599 9.317 3.129 8.688 1.299 7.415 1.964 6.351 1.964 6.351 1.964 6.351 1.964 6.351 1.784 6.029 3.614 7.302 2.144 6.673 .314 5.4 0 0 91 .016 2.069 .126 .91 .016 .91 .016 .91 .016 1.779 .099 1.779 .099 1.779 .099 .87 .018 .735 .301 .95 .015 1.085 .334 1.749 .1 1.648 .139 1.81 .098 1.911 .337 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 310 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 35726 18 35730 35731 19 35735 35736 20 35740 35741 21 35745 35746 22 35750 35751 23 35755 35756 24 35760 35761 25 35765 35766 26 35770 35771 27 35775 35776 28 35780 35781 29 35785 35786 30 35790 35791 31 35795 35796 32 35800 135801 33 135805 135806 34 35810 35811 35 35815 35816 36 35820 35821 37 35825 35826 38 35830 35831 39 35835 35836 40 35840 35841 41 35845 35846 42 35850 35851 43 35855 35856 44 35860 35861 45 358651 Member Label M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 RISA -3D Version 8.0.3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1. I I 5 I I 1 I I 5 I [T Axialfkl .03 .03 1.522 1.522 .004 .004 1.495 1.495 .03 .03 1.522 1.522 .004 .004 1.495 1.495 .027 .027 2.016 2.016 .019 .019 2.007 2.007 .01 .01 .021 .021 .021 .021 .021 .021 .013 .013 .009 .009 .009 .009 .009 .009 .009 .009 .013 .013 .009 .009 .009 .009 .009 .009 .009 .009 .013 .013 .009 .009 v Shearfkl 2.632 1.055 2.656 1.031 2.643 1.044 2.619 1.068 2.632 1.055 2.656 1.031 2.643 1.044 2.619 1.068 .409 .13 .441 .098 .423 .115 .391 .148 .971 .286 4.979 2.048 4.979 2.048 4.979 2.048 2.128 .809 .832 .245 .832 .245 .832 .245 .832 .245 2.128 .809 .832 .245 .832 .245 .832 -.245 .832 .245 2.128 .809 .832 .245 z Shearfkl .036 .036 .02 .02 .025 .025 .01 .01 .036 .036 .02 .02 .025 .025 .01 .01 .042 .042 .021 .021 .04 .04 .019 .019 .002 .002 .01 .01 .01 .01 .01 .01 .004 .004 .002 .002 .002 .002 .002- .002 .002 .002 .004 .004 .002 .002 .002 .002 .002 .002 .002 .002 .004 .004 .002 .002 Torauefk ftl v v Momentfk...z z .013 .013 .001 .001 .009 .009 .002 .002 .013 .013 .001 .001 .009 .009 .002 .002 .016 .016 0 0 .014 .014 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .204 .025 .142 .004 .147 .031 .085 .002 .204 .025 .142 .004 .147 .031 .085 .001 .239 .037 .157 .002 .229 .038 .147 0 .012 .006 .053 .006 .053 .006 .053 .002 .023 0 .01 0 .01 0 .01 0 .01 .002 .023 0 .01 0 .01 0 .01 0 .01 .002 .023 0 .01 Momentfk... 1.749 .1 1.648 .139 1.81 .098 1.911 .337 1.749 .1 1.648 .139 1.81 .098 1.911 .337 .506 .012 .371 .308 .586 .008 .721 .327 1.274 .023 2.947 .196 2.947 .196 2.947 .196 1.671 .075 1.092 .02 1.092 .02 1.092 .02 1.092 .02 1.671 .075 1.092 .02 1.092 .02 1.092 .02 1.092 .02 1.671 .075 1.092 .02 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 311 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 35866 35870 35871 35875 35876 35880 35881 35885 35886 35890 35891 35895 35896 35900 35901 35905 35906 35910 35911 35915 35916 35920 35921 35925 35926 135930 135931 135935 35936 35940 135941 135945 35946 35950 35951 35955 35956 35960 35961 35965 35966 35970 35971 35975 35976 35980 35981 35985 35986 35990 35991 35995 35996 36000 36001 36005 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102_ M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M102 M103 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1. 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .009 .009 .009 .009 .009 .009 .013 013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 .013 013 .013 .013 .013 .013 .013 .046 046 2 RRR 2.886 .02 .02 2.861 2.861 .007 .007 .007 .007 .007 .007 .007 .007 .039 .039 2.88 2.88 .026 .026 2.867 -2.867 0 0 v Shearfkl z Shearfkl .832 I .002 .245 I .002 .832 I .002 .245 I .002 .832_ .002 .245 .002 2.128 .004 .809 .004 2.128 .004 .809 .004 2.128 .004 .809 .004 2.128 .004 .809 .004 2.128 .004 ,809 .004 2.128 .004 .809 .004 2.128 .004 .809 .004 2.128 .004 -.809 .004 2.128 .004 .809 .004 2.128 .004 .809 .004 2 128 .004 .809 .004 2.128 .004 .809 .004 2.117 .063 .819 .063 2.164 .033 .773 .033 2.138 .054 .798 -.054 2.092 .024 .844 .024 .624 .001 .184 .001 .624 .001 .184 .001 .624 .001 .184 .001 .624 .001 .184 .001 .613 .06 .194 .06 .66 .03 .148 .03 .635 -.057 .173 .057 .588 -.027 -.22 .027 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk .002 .002 .002 .00? .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .00?_ .002 .002 .023 .023 .001 .001 .019 -.019 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .023 .023 0 0 -.019 -.019 .003 .003. 0 0 0 .01 0 .01 0 01 .002 .023 .002 023 .002 .023 002 023 .002 .023 .002 .023 -.002 .023 .002 023 .002 .023 .002 .023 .002 .023 .002 .023 0 .358 .052 .24 .004 .311 -.056 .193 0 .007 0 .007 0 .007 0 .007 .002 .342 .054 .224 .003 .327 .054 .209 0 0. 1.092 .02 1.092 .02 1.092 .02 1.671 .075 1.671 .075 1.671 .075 1.671 .075 1.671 .075 1.671 .075 t671 .075 1.671 .075 1.671 .075 1.671 .075 1.671 .075 1.671 .075 1.614 .077 1.422 .379 1.729 .072 1.921 .528 .819 .015 .819 .015 .819 .015 .819 .015 .761 .017 .569 .439 .876 .012 1.069 .468 0 0 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 312 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 36006 2 36010 36011 3 36015 36016 4 36020 36021 5 36025 36026 6 36030 36031 7 36035 36036 8 36040 36041 9 36045 36046 10 36050 36051 11 36055 36056 12 36060 36061 13 36065 36066 14 36070 36071 15 36075 36076 16 36080 36081 17 36085 36086 18 36090 36091 19 36095 36096 20 36100 36101 21 36105 361061 22 361101 361111 23 36115 36116 24 36120 36121 25 36125 36126 26 36130 36131 27 36135 36136 28 36140 36141 29 36145 Member Label Sec Axialfkl M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 .008 .008 .035 .035 .008 .008 .008 .008 .008 .008 .024 .024 .024 .024 .024 .024 .018 .018 2.713 2.713 .002 .002 2.697 2.697 .017 .017 2.004 2.004 .032 .032 2.053 2.053 .017 .017 2.004 2.004 .032 .032 2.053 2.053 .017 .017 2.004 2.004 .032 .032 2.053 2.053 .015 .015 2.71 2.71 .005 .005 -2.7 -2.7 v Shearfkl .286 .621 2.248 3.446 .286 .621 .286 .621 .286 .621 1.758 2.74 1.758 2.74 1.758 2.74 .39 .725 .151 .486 .183 .517 .422 .756 1.836 2.818 1.656 2.638 1.68 2.662 1.859 2.841 1.836 2.818 1.656 2.638 1.68 2.662 1.859 2.841 1.836 -2.818 1.656 2.638 -1.68 2.662 1.859 2.841 .276 .477 .037 .237 .068 .269 .307 .508 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .044 .044 .206 .206 .045 .045 .208 .208 .032 .032 .154 .154 .034 .034 .156 .156 .032 .032 .154 .154 .034 .034 .156 .156 -.032 -.032 .154 .154 .034 .034 .156 .156 .044 -.044 .207 .207 .045 .045 .207 .207 Torauefk ftl v v Momentfk...z z Momentfk... .016 .016 .018 .018 .016 .016 .016 .016 .016 .016 .01 .01 .01 .01 .01 .01 .049 .049 .029 .029 .017 .017 .003 .003 .015 .015 0 0 .034 .034 .019 .019 .015 .015 0 0 .034 .034 .019 .019 .015 .015 0 0 .034 .034 .019 .019 .042 .042 .022 .022 .023 .023 .003 .003 .004 .007 .006 .01 .004 .007 .004 .007 .004 .007 .006 .009 .006 .009 .006 .009 .035 .126 .188 .951 -.028 .14 .196 .964 .029 .091 .138 .709 .018 .109 .15 .727 .029 .091 .138 .709 .018 .109 .15 .727 .029 .091 -.138 .709 .018 .109 .15 .727 .034 .129 .19 .954 -.03 .137 .194 .962 .8 2.56 4.177 15.304 .8 2.56 .8 2.56 .8 2.56 3.333 12.118 3.333 12.118 3.333 12.118 1.063 3.209 1.088 2.348 .536 1.912 .511 2.773 3.531 12.605 3.549 11.959 3.135 11.632 3.117 12.278 3.531 12.605 3.549 11.959 3.135 11.632 3.117 12.278 3.531 12.605 3.549 11.959 3.135 11.632 3.117 12.278 .744 2.185 .768 1.324 .216 .888 .191 1.749 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 313 1 1 1 r 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 36146 36150 36151 36155 36156 36160 36161 36165 36166 36170 36171 36175 36176 36180 36181 36185 36186 36190 36191 36195 36196 36200 36201 36205 36206 36210 36211 36215 36216 36220 36221 36225 36226 36230 36231 36235 36236 36240 36241 36245 36246 36250 36251 36255 36256 36260 36261 36265 36266 36270 36271 36275 36276 36280 136281 136285 LC 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Label M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl v Shearfkl z Shearfkl .011 .401 .001 .011 .869 .001 .059 3.482 .001 .059 5.265 .001 .059 -3.482 .001 -.059 -5.265 .001 .059 3.482 .001 .059 5.265 .001 .012 1.325 .001 .012 2.158 .001 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .012 1.325 .001 .012 2.158 .001 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .012 1.325 .001 .012 -2.158 .001 .009. .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .009 .344 0 .009 .745 0 .009 -.344 0 .009 .745 0 .012 1.325 .001 .012 2.158 .001 .012 1.325 .001 .012 -2.158 .001 .012 1.325 .001 .012 2.158 .001 .012 1.325 .001 .012 2.158 .001 .012 1.325 .001 .012 2.158 .001 -.012 1.325 .001 -.012 -2.158 .001 .012 1.325 .001 .012 2.158 .001 .012 1.325 .001 .012 I -2.158 .001 .012 I 1.325 .001 .012 I 2.158 .001 Torauefk ftl v v Momentfk...z z Momentfk... .022 022 .035 .035 .035 .035 .035 035 .002 .002 .019 .019 .019 .019 .019 019 019 .019 002 .002 019 .019 .019 019 .019 .019 019 .019 002 002 .019 019 .019 .019 .019 019 .019 .019 .002 .002 002 .002 002 .002 .002 .002 002 .002_ 002 .002 .002_ .002 .002 .002 .002 002 .005 .009 .009 .013 .009 .013 .009 .013 .006 01 .004 .008 .004 .008 .004 .008 .004 .008 .006 .01 .004 .008 .004 .008 .004 .008 .004 .008 006 .01 .004 .008 .004 .008 ,004 .008 .004 .008 .006 .01 .006 .01 .006 01 .006 .01 .006 .01 .006 .01 .006 .01 .006 01 .006 .01 1.119 3.584 6.364 23.463 6.364 23.463 6.364 23.463 2.648 9.444 .959 3.072 .959 3.072 .959 3.072 .959 3.072 2.648 9.444 .959 3.072 .959 3.072 .959 3.072 .959 3.072 2.648 9.444 .959 3.072 .959 3.072 .959 3.072 .959 3.072 2.648 9.444 2.648 9.444 2.648 9.444 2.648 9.444 2.648 9.444 2.648 9.444 2.648 9.444 2.648 9.444 2.648 9.444 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 314 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 36286 36290 36291 36295 36296 36300 36301 36305 36306 36310 36311 36315 36316 36320 36321 36325 36326 36330 36331 36335 36336 36340 36341 36345 36346 36350 36351 36355 36356 36360 36361 36365 36366 36370 36371 36375 36376 36380 36381 36385 36386 36390 36391 36395 36396 36400 36401 36405 36406 36410 3641.1 36415 36416 36420 36421 36425 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 I 13 1 Member Label M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M103 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 Sec Axialfkl v Shearfkl .012 .012 .012 .012 .012 .012 .002 .002 3.852 3.852 .027 .027 -3.876 3.876 .007 .007 .007 .007 .007 .007 .007 .007 .021 .021 3.871 3.871 .007 .007 -3.857 -3.857 0 0 .011 .011 .016 .016 .011 .011 .011 .011 .011 .011 .015 .015 .015 .015 .015 .015 .03 .03 1.966 1.966 .052 .052 1.945 1-.945 1.325 2.158 1.325 2.158 1.325 2.158 1.473 2.306 1.131 1.964 1.176 2.009 1.518 2.351 .258 .559 .258 .559 .258 .559 .258 .559 .406 .707 .064 .366 .109 .41 .451 .752 0 0 .394 .206 1.795 .665 .394 .206 .394 .206 .394 .206 1.444 -.55 1.444 .55 1.444 .55 .413 .187 .423 .177 .375 .225 .365 .235 z Shearfkl .001 .001 .001 .001 .001 .001 .063 .063 .295 .295 .065 .065 .297 .297 0 0 0 0 0 0 0 0 .063 .063 .295 .295 .064 .064 .296 .296 0 0 .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 .026 .026 .159 .159 .029 .029 .156 .156 Torauefk ftl v v Momentfk...z z Momentfk.. .002 .002 .002 .002 .002 .002 .049 .049 .02 .02 .044 .044 .016 .016 .014 .014 .014 .014 .014 .014 .014 .014 .061 .061 .033 .033 .032 .032 .004 .004 0 0 0 0 .008 .008 0 0 0 0 0 0 .006 .006 .006 .006 .006 .006 .013 .013 .001 .001 .014 .014 0 0 .006 .01 .006 .01 .006 .01 .051 .18 .269 1.359 .04 .199 .28 1.378 .003 .006 .003 .006 .003 .006 .003 .006 .049 .184 .271 1.362 .042 .196 .277 1.374 0 0 .004 .006 .001 .006 .004 .006 .004 .006 .004 .006 0 .003 0 .003 0 .003 .025 171 .073 .835 .016 .182 .064 .824 2.648 9.444 2.648 9.444 2.648 9.444 3.025 10.371 3.06 9.141 2.271 8.518 2.237 9.748 .72 2.304 .72 2.304 .72 2.304 .72 2.304 1.097 3.23 1.131 2 .342 1.378 .308 2.608 0 0 .316 .035 1.433 .057 .316 .035 .316 .035 .316 .035 1.153 .052 1.153 .052 1.153 .052 .42 .031 .307 .138 .211 .039 .324 .208 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 315 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 36426 36430 36431 36435 36436 36440 36441 36445 36446 36450 36451 36455 36456 36460 36461 36465 36466 36470 36471 36475 36476 36480 36481 36485 36486 36490 36491 36495 36496 36500 36501 36505 36506 36510 36511 36515 36516 36520 36521 36525 36526 36530 36531 36535 36536 36540 36541 36545 36546 36550 36551 36555 36556 36560 36561 36565 LC 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Label M104 M104 M104 Ml 04 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 M104 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .016 .016 1.481 1.481 .046 .046 1.451 t451 -.016 016 1.481 1.481 .046 .046 1.451 1.451 .016 .016 1.481 1.481 .046 .046 1.451 1.451 .035 .035 1.961 1.961 .047 .047 1.949 1.949 015 .015 .022 022 .022 .022 .022 .022 .016 .016 .013 013 .013 .013 .013 .013 .013 .013 .016 .016 .013 .013 .013 .013 v Shearfkl z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk.. 1,459 I .021 .016 .016 1 1.232 .536 021 .016 .135 048 1.466 .118 .005 .051 1.147 .529 .118 .005 .619 .078 1.43 .02 .004 .015 1.075 .564 .02 .004 .129 .055 1.423 .119 .006 .051 1.16 .572 .119 .006 .625 .182 1.459 .021 .016 .016 1.232 .536 .021 .016 .135 .048 1.466 -.118 .005 .051 1.147 .529 .118 .005 .619 .078 1.43 .02 .004 -.015 1, 075 .564 .02 .004 .129 .055 1.423 .119 .006 .051 1.16 .572 .119 .006 .625 .182 1.459 .021 .016 .016 1.932 .536 .021 .016 .135 .048 1.466 .118 .005 .051 1,147 .529 -.118 .005 .619 .078 1.43 .02 .004 .015 1.075 .564 -.02 .004 .129 .055 1.423 .119 .006 .051 1.16 .572 .119 .006 .625 .182 .255 .026 .013 .023 .294 .105 .026 .013 .173 .017 .265 -.159 0 .071 .181 .095 .159 0 .833 .152 .217 .028 1 .014 .018 .085 .143 .028 .014 .18 .025 .207 .156 0 .065 .198 .153 .156 0 .826 .194 .551 -.003 0 .006 .442 .289 -.003 0 .008 .049 2.714 .003 .013 .004 2.166 .981 .003 .013 .012 .077 2.714 .003 013 .004 2.166 .981 .003 .013 .012 .077 2.714 .003 .013 .004 2.166 .981 .003 .013 .012 .077 1.173 0 .004 .003 .937 .477 0 .004 0 .053 .473 .002 0 .005 .379 .247 .002 0 -.007 042 .473 .002 0 .005 .379 .247 .002 0 -.007 .042 .473 .002 0 .005 379 .247 .002 0 .007 .042 .473 .002 0 .005 .379 .247 .00 0 .007 .042 1.173 0 .004 .003 .937 .477 0 .004 0 .053 .473 002 0 .005 .379 .247 .002 0 .007 .042 .473 -,002 0 .005 .379 .247 .002. 0 -.007 .042 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 316 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label 36566 42 I M104 36570 36571 43 M104 36575 1 36576 44 I, M104 36580 1 36581 45 M104 36585 36586 46 M104 36590 36591 47 M104 36595 36596 48 M104 36600 36601 49 M104 36605 36606 50 M104 36610 36611 51 M104 36615 36616 52 M104 36620 36621 53 M104 36625 36626 54 M104 36630 36631 55 M104 36635 36636 56 M104 36640 36641 57 M104 36645 36646 58 M104 36650 36651 59 M104 36655 36656 60 M104 36660 36661 61 M104 36665 36666 62 M104 36670 36671 63 M104 36675 36676 64 M104 36680 36681 65 M104 36685 36686 66 M104 36690 36691 67 M104 36695 136696 68 M104 136700 136701 69 M104 136705 Sec Axialfkl 1 .013 5 .013 1 .013 5 .013 1 .016 5 .016 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 I .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .016 5 .016 1 .043 5 .043 1 2.809 5 2.809 1 .074 5 .074 1 -2.778 5 2.778 1 .01 5 .01 1 :01 5 .01 1 .01 5 .01 1 .01 5 .01 1 -.049 5 .049 v Shearfkl .473 .247 .473 .247 1.173 .477 .473 .247 .473 .247 .473 .247 .473 .247 1.173 .477 1.173 .477 1.173 .477 1.173 :477 1.173 .477 1.173 .477 1.173 .477 1.173 .477 1.173 .477 1.173 .477 1.173 .477 1.173 .477 1.2 .45 1.214 .435 1.146 .504 1.132 .518 .355 .186 .355 .186 .355 .186 .355 .186 .382 .158 z Shearfkl .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .038 .038 .226 .226 .04 .04 .224 .224 .002 .002 -.002 -.002 .002 .002 .002 .002 .037 .037 Torauefk ftl v v Momentfk...z z Momentfk... 0 .005 .379 O .007 .042 0 .005 .379 O .007 .042 .004 .003 .937 .004 0 .053 0 .005 .379 0 .007 .042 0 .005 .379 0 -.007 .042 0 .005 .379 O -.007 .042 0 .005 .379 0 .007 .042 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0- .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .004 .003 .937 .004 0 .053 .023 .032 1.086 .023 .251 .047 .003 .1 .925 .003 1.186 .195 .016 .026 .788 .016 .253 .059 .005 -.095 .95 .005 1.184 .301 0 .004 .284 0 .005 .031 0 .004 .284 O .005 .031 O .004 .284 0 .005 .031 0 .004 .284 0 .005 .031 .019 .033 .433 .019 .247 .025 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 317 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 36706 36710 36711 36715 36716 36720 36721 36725 36726 36730 36731 36735 36736 36740 36741 36745 36746 36750 36751 36755 36756 36760 36761 36765 36766 36770 36771 36775 36776 36780 36781 36785 36786 36790 136791 136795 136796 36800 36801 36805 36806 36810 36811 36815 36816 36820 36821 36825 36826 36830 36831 36835 36836 36840 36841 36845 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M104 M104 M104 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 Sec Axialfk v Shearfkl z 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 2.803 2.803 .068 .068 -2.784 2.784 0 0 .334 .202 .217 .348 .334 .202 334 .202 .334 .202 .079 .211 .079 .211 .079 .211 .32 .188 1.509 1.377 .348 .216 .841. .973 .09 .221 .802 .671 .069. -.2 .96 1.092 .09 .221 .802 .671 .069 .2 .96 1.092 .09 -.221 .802 .671 .069 .2 .96 1.092 .396 -.144 .327 .213 .313 .227 0 0 .027 .031 .014 .044 .027 .031 .027 .031 .027 -.031 .017 .041 .017 041 .017 .041 .027 .032 .025 .033 .027 .031 .029 .029 .017 .041 .016 .042 .018 -.041 .019 .039 .017 .041 .016 .042 .018 .041 .019 .039 .017 .041 .016 .042 .018 .041 .019 .039 Shearfkl_ -.227 .227 .041 .041 .223 .223 0 0 .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 .001 .001 .001 .001 .001 .001 .003 .003 .003 .003 0 0 0 0 .003 .003 .002 .002 0 0 0 0 .003 .003 .002 .002 0 0 0 0 .003 .003 .002 .002 0 0 0 0 Tara uefk -ftl .001 .001 .02 .02 0 0 0 0 0 0 .003 .003 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .014 .014 .015 .015 .015 .015 .015 .015 .009 .009 .013 .013 .013 -.013 .009 .009 .009 .009 -.013 .013 -.013 .013 .009 .009 .009 .009 .013 -.013 -.013 .013 .009 .009 v v Momentfk... .101 -1.19 .025 .257 .093 1.18 0 0 .01 .01 .005 .007 .01 01 .01 .01 .01 .01 .006 .008 .006 .008 .006 .008 -.004 .031 .025 .008 .016 .011 .005 .012 .001 .024 .017 .007 .011 .008 .005 .009 .001 .024 .017 .007 .011 .008 .005 .009 .001 .024 .017 .007 -.011 .008 .005 .009 z z Momentfk... .272 .216 .135 .037 .296 .279 0 0 .035 .056 .002 .149 .035 .056 .035 .056 .035 .056 .01 .126 .01 .126 .01 .126 .032 .056 .039 .08 .037 .055 .03. .031 .008 .126 .013 .144 .012 .125 .007 .108 .008 .126 .013 .144 .012 .125 .007 .108 .008 .126 .013 .144 .012 .125 .007 .108 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 318 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 36846 36850 36851 36855 36856 36860 36861 36865 36866 36870 36871 36875 36876 36880 36881 36885 36886 36890 36891 36895 36896 36900 36901 36905 36906 36910 36911 36915 36916 36920 36921 36925 36926 36930 36931 36935 36936 36940 36941 36945 36946 36950 36951 36955 36956 36960 36961 36965 36966 36970 36971 36975 36976 36980 36981 36985 LC Member Label 26 I M105 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 Sec I I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .186 .108 1.375 1.296 .214 .135 .975 1.053 .468 .283 .481 .638 .481 .638 .481 .638 .125 .032 .401 .243 .401 .243 .401 .243 .401 .243 .125 .032 .401 .243 .401 .243 .401 .243 .401 .243 .125 .032 .401 .243 .401 .243 .401 .243 .401 .243 .125 .032 .125 .032 .125 .032 .125 .032 .125 .032 v Shearfkl .016 .019 .014 .021 .017 .018 .018 .017 .038 .044 .012 .058 .012 .058 .012 .058 .026 .044 .033 .038 .033 .038 .033 .038 .033 .038 .026 .044 .033 .038 .033 .038 .033 .038 .033 .038 .026 .044 .033 .038 .033 .038 .033 .038 .033 .038 .026 .044 .026 .044 .026 .044 .026 .044 .026 .044 z Shearfkl .003 .003 .003 .003 0 0 0 0 .003 .003 .001 .001 .001 .001 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 Torauefk ftl .014 .014 .015 .015 .015 -.015 .015 .015 0 0 .004 .004 .004 .004 .004 .004 .001 .001 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 ,001 -.001 0 0 0 0 0 0 0 0 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 v v Momentfk...z z Momentfk... 0 .027 .021 .004 .012 .015 .009 .008 .014 .014 .003 .008 .003 .008 .003 .008 .009 .01 .012 .012 .012 .012 .012 .012 .012 :012 .009 .01 .012 .012 .012 .012 .012 .012 .012 .012 .009 .01 .012 .012 .012 .012 .012 .012 .012 .012 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .018 .034 .025 .058 .023 .033 .016 .009 .048 .078 .011 .216 -.011 .216 .011 .216 .025 .113 .042 .067 .042 .067 .042 .067 .042 .067 .025 .113 .042 .067 .042 .067 .042 .067 .042 .067 .025 .113 .042 .067 .042 .067 .042 .067 .042 .067 .025 .113 .025 .113 .025 .113 .025 .113 .025 .113 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page -319 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 36986 36990 36991 36995 36996 37000 37001 37005 37006 37010 37011 37015 37016 37020 37021 37025 37026 37030 37031 37035 37036 37040 37041 37045 37046 37050 37051 37055 37056 37060 37061 37065 37066 37070 37071 37075 37076 37080 37081 37085 37086 37090 37091 37095 37096 37100 37101 37105 37106 37110 37111 37115 37116 37120 37121 37125 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M105 M106 M106 M106 M106 M106 M106 M106 M106 M106 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl .125 .032 .125 .032 .125 -.032 .125 .032 .125 .032 .125 -.032 .125 .032 .105 .052 1.804 1.646 .145 .013 1.553 1.711 .301 .182 .301 .182 .301 .182 .301 .182 .281 .162 1.979 1.861 .321 .202 1.378 1.496 0 0 .216 .348 .263 .132 .216 .348 .216 .348 .216 .348 .144 .012 .144 .012 .144 -.012 v Shearfkl .026 .044 .026 .044 .026 .044 .026 .044 .026 .044 .026 .044 .026 .044 .026 .045 .023 .047 .027 .044 .029 .041 .024 .028_ .024 .028 .024 .028 .024 .028 .024 .029 .02.2 .031 .025 .028 .027 .025 0 0 .029 .026 .061 .005 .029 .026 .029 .026 .029 .026 .053 .003 .053 -.003 .053 .003 z Shearfkl .002 .002 .002 .002 .002 .002 .002 .002 .002 002 .002 .002 .002 .002 .004 .004 .004 .004 0 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .004 .004 .004 .004 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... .001 .001 .001 .001 .001 .001 .001 .001 -.001 .001 .001 .001 .001 .001 .019 .019 .022 .022 .022 .022 .02 .02 0 0 0 0 0 0 0 0 .021 .021 -.021 .021 .021 .021 .021 .021 0 0 .002 .002 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 .009 .01 0 .04 .031 .008 .018 .02 .012 .013 .009 .009 .009 .009 .009 .009 .009 .009 0 .039 .031 .006 .018 .021 .013 .011 0 0 .001 .005 .005 .003 .001 .005 .001 .005 .001 .005 .004 0 .004 0 .004 0 .025 .113 .025 .113 .025 .113 .025 .113 .025 .113 .025 .113 .025 .113 .021 .115 .032 .148 .029 .112. .019 .079 .031 .05 .031 .05 .031 .05 .031 .05 .027 .051 .038 .085 .035 .049 .025 .015 0 0 .048 .033 .1 .221 .048 .033 .048 .033 .048 .033 .087 157 .087 .157 .087 .157 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 320 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 37126 37130 37131 37135 37136 37140 37141 37145 37146 37150 37151 37155 37156 37160 37161 37165 37166 37170 37171 37175 37176 37180 37181 37185 37186 37190 37191 37195 37196 37200 37201 37205 37206 37210 37211 37215 37216 37220 37221 37225 37226 37230 37231 37235 37236 37240 37241 37245 37246 37250 37251 37255 37256 37260 37261 37265 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Member Label M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .229 .36 .934 .803 .203 .335 1.366 1.498 .134 .003 1.006 .875 .153 .021 .719 .851 .134 .003 1.006 .875 .153 .021 .719 .851 .134 .003 1.006 .875 .153 .021 .719 .851 .142 .221 1.021 .942 .117 .196 1.28 1.359 .302 .487 .508 .35 .508 .35 .508 .35 .019 .177 .259 .417 .259 .417 .259 .417 v Shearfkl .029 .026 .028 .028 .029 .026 .031 .025 .053 .003 .052 .004 .053 .003 .054 .002 .053 .003 .052 .004 .053 .003 .054 .002 .053 .003 .052 .004 .053 .003 .054 .002 .017 .016 .016 .017 .018 .016 .019 .014 .041 .037 .085 .019 .085 .019 .085 .019 .051 -.016 .035 .032 .035 -.032 .035 .032 1 z Shearlkl .006 .006 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .006 .006 0 0 .006 .006 0 0 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 0 0 Torauef k ftl .003 .003 .004 .004 0 0 .008 .008 .002 .002 .004 .004 0 0 .005 .005 .002 .002 .004 .004 0 0 .005 .005 .002 .002 .004 .004 0 0 .005 .005 .002 .002 .005 .005 0 0 .007 .007 .002 .002 0 0 .0 0 0 0 .001 .001 .002 .002 .002 .002 .002 .002 v v Momentfk...z z Momentfk... .069 .048 .008 .034 .004 .025 .013 .024 .071 .048 .018 .032 .002 .07 .002 .042 .048 .087 .011 .157 .007 .069 .005 .164 .057 .086 .009 .158 .002 .104 .006 .151 .048 .087 -:011 .157 .007 .069 .005 .164 .057 .086 .009 .158 .002 .104 .006 .151 .048 .087 .011 .157 .007 .069 .005 .164 .057 .086 .009 .158 .002 .104 .006 .151 .07 .029 .01 .021 .004 .006 .011 .011 .071 .029 .016 .019 .003 .051 .004 .028 .002 .067 .007 .046 .008 .14 .006 .366 .008 .14 .006 .366 .008 .14 .006 .366 .003 .083 .002 .087 .001 .057 .006 .04 .001 .057 .006 .04 .001 .057 .006 .04 I RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 321 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 37266 37270 37271 37275 37276 37280 37281 37285 37286 37290 37291 37295 37296 37300 37301 37305 37306 37310 37311 37315 37316 37320 37321 37325 37326 37330 37331 37335 37336 37340 37341 37345 37346 37350 37351 37355 37356 37360 37361 37365 37366 37370 37371 37375 37376 37380 37381 37385 37386 37390 37391 37395 37396 37400 37401 37405 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 M106 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial(kl .259 .417 .019 .177 .259 .417 .259 .417 .259 .417 759 .417 .019 .177 .259 .417 .259 .417 .259 .417 .259 .417 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .019 .177 .037 .195 1.624 1.466 .002 .159 1.663 1.82 .194 .313 v Shearfkl z Shearfkl .035 -.032 .051 .016 .035 :032 .035 .032 .035 .032 .035 .032 .051 .016 .035 .032 .035 .032 .035 .032 .035 .032 .051 016 051 .016 .051 .016 .051 .01.6 .051 -.016 .051 .016 .051 .016 .051 .016 .051 .016 .051 016 .051 .016 .051 .016 .051 .016 .049 .018 .051 .016 .053 .014 .026 .024 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .008 .008 0 0 .008 .008 0 0 0 0 Toraue(k ftl v v Momentfk...z z MomentFk... .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .003 .003 .007 .007 0 0 .01 .01 .002 .002 001 .006 .003 .002 .001 006 .001 .006 .001 006 .001 .006 .003 .002 .001 .006 .001 .006 .001 .006 .001 .006 .003 .002 003 .002 .003 .002 .003 002 .003 .002 .003 .002 .003 .002 .003 .002 .003 .002 .003 .002 .003 .002 003 .002 .097 .016 .008 .013 .104 .021 .001 .009 0 .005 .057 .04 .083 .087 .057 .04 .057 .04 .057 .04 .057 .04 .083 .087 .057 .04 .057 .04 .057 .04 .057 .04 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .087 .083 .086 .051 .1 .083 -.089 .116 .075 .043 .03 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame 1BarkerFrameOpt5Mat.r3d] Page 322 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 37406 37410 37411 37415 37416 37420 37421 37425 37426 37430 37431 37435 37436 37440 37441 37445 37446 37450 37451 37455 37456 37460 37461 37465 37466 37470 37471 37475 37476 37480 37481 37485 37486 37490 37491 37495 37496 37500 37501 37505 37506 37510 37511 37515 37516 37520 37521 37525 37526 37530 37531 37535 37536 37540 37541 37545 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 1 0 11 12 13 14 15 16 17 18 19 20 21 Member Label Sec M106 I M106 M106 M106 M106 M106 M106 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 Axialfkl .194 .313 .194 .313 .194 .313 .212 .331 1.449 1.33 .177 .295 1.838 1.956 0 0 .007 .139 1.818 1.686 .007 .139 .007 .139 .007 .139 1.361 1.23 1.361 1.23 1.361 1.23 .13 .262 9.297 9.166 .116 .015 -9.312 -9.443 1.269 1.137 8.34 8.208 1.454 1.322 5.617 5.748 1.269 1.137 8.34 8.208 1.454 1.322 5.617 5.748 v Shearfkl .026 .024 .026 .024 .026 .024 .026 .024 .024 .026 .026 .024 .028 .022 0 0 .031 .048 .042 .037 .031 .048 .031 .048 .031 .048 .039 .04 .039 .04 .039 .04 .031 .048 .022 .057 .03 .049 .039 .04 .039 .04 .032 .047 .038 .04 .045 .033 .039 .04 .032 .047 .038 .04 .045 .033 z Shearfkl 0 0 0 0 0 0 .009 .009 .001 .001 .008 .008 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 .001 .001 .001 .001 .001 .001 .002 .002 0 0 .003 .003 .001 .001 0 0 0 0 .003 .003 .002 .002 0 0 0 0 .003 .003 .002 .002 Torauefk ftl .002 .002 .002 .002 .002 .002 .003 .003 .007 .007 0 0 .01 .01 0 0 0 0 .002 .002 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .008 .008 .008 .008 .006 .006 .009 .009 .007 .007 .005 .005 .004 .004 .008 .008 .007 .007 .005 .005 .004 .004 .008 .008 v v Momentfk...z z Momentfk.. 0 .005 0 .005 0 .005 .099 .014 .006 .016 .101 .024 .004 -.006 0 0 0 .004 .002 .014 0 .004 0 .004 0 .004 .001 .011 .001 .011 .001 .011 .002 .017 .009 .006 .003 .025 .009 .002 0 .004 .005 .013 .003 .027 .008 .01 0 .004 .005 .013 .003 .027 .008 .01 .043 .03 .043 .03 .043 .03 .043 .031 .01 .017 .043 .028 .075 .042 0 0 .026 .118 .067 .044 .026 .118 .026 .118 .026 .118 .057 .063 .057 .063 .057 .063 .026 .113 .079 .264 .025 .124 .028 .027 .057 .059 .097 .172 .056 .067 .017 .046 .057 .059 .097 .172 .056 .067 .017 .046 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 323 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 37546 37550 37551 37555 37556 37560 37561 37565 37566 37570 37571 37575 37576 37580 37581 37585 37586 37590 37591 37595 37596 37600 37601 37605 37606 37610 37611 37615 37616 37620 37621 37625 37626 37630 37631 37635 37636 37640 37641 37645 37646 37650 37651 37655 37656 37660 37661 37665 37666 37670 37671 37675 37676 37680 37681 37685 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.269 1.137 8.34 8.208 1.454 1.322 -5.617 5.748 .128 .207 9.3 9.221 .119 .04 -9.309 -9.388 .01 .194 2.911 2.753 2.911 2.753 2.911 2.753 .904 .746 .008 .166 .008 .166 .008 .166 .008 .166 .904 .746 .008 .166 .008 .166 .008 .166 .008 .166 .904 .746 .008 .166 .008 166 .008 .166 .008 .166 .904 .746 v Shearfkl .039 .04 .032 .047 .038 .04 .045 .033 .019 .028 .01 .038 .018 -.03 .027 .02 .043 .068 .054 .04 .054 .04 .054 .04 .042 .052 .037 .058 .037 .058 .037 .058 .037 .058 .042 .052 .037 .058 .037 .058 .037 .058 .037 .058 .042 .052 .037 .058 .037 .058 .037 .058 .037 .058 .042 .052 z Shearfkl 0 0 0 0 .003 .003 .002 .002 .002 .002 0 0 .002 .002 0 0 0 0 .002 .002 .002 .002 .002 .002 .001 .001 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 -.001 -.001 0 0 0 0 0 0 0 0 .001 _.001 Torauefk ftl v v Momentfk...z z Momentfk... .007 .007 .005 .005 -.004 -.004 .008 .008 .008 .008 .008 .008 .007 -.007 .009 .009 .001 .001 .003 .003 .003 .003 .003 .003 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 0 .004 .005 .013 .003 .027 .008 .01 .002 .019 .009 .004 .003 .024 .009 0 0 .005 .003 .021 .003 .021 .003 .021 .001 .01 0 .005 0 .005 0 .005 0 .005 .001 -.01 0 .005 0 .005 0 .005 0 .005 .001 .01 0 .005 0 .005 0 .005 0 .005 .001 .01 .057 .059 .097 .172 .056 .067 .017 .046 .016 .066 .069 .216 .015 .076 .038 .074 .036 .166 .097 .023 .097 .023 .097 .023 .052 .105 .031 .142 .031 .142 .031 .142 .031 .142 .052 .105 .031 .142 .031 .142 .031 .142 .031 .142 .052 .105 .031 .142 .031 .142 .031 .142 .031 .142 .052 .105 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 324 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 37686 37690 37691 37695 37696 37700 37701 37705 37706 37710 37711 37715 37716 37720 37721 37725 37726 37730 37731 37735 37736 37740 37741 37745 37746 37750 37751 37755 37756 37760 37761 37765 37766 37770 37771 37775 37776 37780 37781 37785 37786 37790 37791 37795 37796 37800 37801 37805 37806 37810 37811 37815 37816 37820 37821 37825 LC 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M107 M108 M108 M108 M108 M108 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 I 1 5 1 I 5 1 1 1 5 1 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfk) .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 746 .052 .001 .904 .042 .001 746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .904 .042 .001 .746 .052 .001 .728 .043 .002 .57 .052 .002 14.196 .03 0 14.038 .065 0 1.08 .041 .004 .922 .053 .004 12.388 .055 .002 12.546 .04 .002 .006 .028 0 .125 .043 0 .006 .028 0 .125 .043 0 .006 .028 0 .125 .043 0 .006 .028 0 .125 .043 0 .183 .028 .003 .301 .043 .003 13.286 .015 0 13.167 -.056 0 .17 .027 .004 .052 .044 .004 13.298 .04 .001 13.417 .031 .001 0 0 0 0 0 0 .038 .04 0 .17 .014 0 2.497 .04 0 2.628 .014 0 .038 .04 0 .17 ..014 0 .038 .04 0 .17 .014 0 Torauefk -ftl v -v Momentfk.. .002 I .001 .002 I .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .002 .001 .002 .01 .012 .003 .012 .021 .01 .012 .01 .013 .009 .005 .009 -.04 .014 .014 .014 .007 0 0 0 .003 O 0 0 .003 O 0 O .003 0 0 0 .003 .011 .003 .011 .027 .011 .013 .011 .006 .01 .004 .01 .034 .013 .013 .013 0 O 0 0 0 .002 .002 .002 .006 .004 .01 .004 .013 .002 .002 -.002 .006 .002 .002 .002 .006 z -z Momentfk... .052 .105 .052 .105 1 .052 .105 .052 .105 1 .052 .105 .052 .105 .052 .105 .052 .105 .052 _105 .052 .105 .052 .105 .053 .097 .128 .313 .051 .112 .025 .103 .023 .107 .023 .107 .023 .107 .023 .107 .024 .099 .1 .314 .022 .114 -.053 .101 0 0 .066 -.062 .09 .038 .066 .062 .066 .062 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 325 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 37826 37830 37831 37835 37836 37840 37841 37845 37846 37850 37851 37855 37856 37860 37861 37865 37866 37870 37871 37875 37876 37880 37881 37885 37886 37890 37891 37895 37896 37900 37901 37905 37906 37910 37911 37915 37916 37920 37921 37925 37926 37930 37931 37935 37936 37940 37941 37945 37946 37950 37951 37955 37956 37960 37961 37965 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .038 .17 1.882 2.014 1.882 2.014 1.882 2.014 .158 .29 8.341 -8.21 .082 .05 8.418 8.55 1.972 2.104 4.403 -4.271 1.792 1.924 8.167 8.299 1.972 2.104 -4.403 -4.271 1.792 1.924 8.167 8.299 1.972 2.104 4.403 -4.271 1.792 1.924 8.167 8.299 .143 .222 -8.357 -8.278 .097 .018 8.403 8.482 .054 .238 3.98 4.138 3.98 4.138 3.98 4.138 v Shearfkl .04 .014 .04 .014 .04 .014 .04 .014 .04 .014 .032 .022 .04 .014 .048 .006 .04 .014 .034 .02 .04 .014 .046 -.008 .04 .014 .034 .02 .04 .014 .046 .008 .04 .014 .034 .02 .04 .014 .046 .008 .024 .009 .016 .017 .024 .008 .032 0 .056 .02 .048 .017 .048 .017 .048 -.017 z Shearfkl 0 0 0 0 0 0 0 0 .004 .004 .001 .001 .005 .005 .002 .002 .003 .003 0 0 .004 .004 .001 .001 .003 .003 0 0 .004 -.004 .001 .001 ..003 .003 0 0 .004 .004 .001 .001 .005 .005 .001 .001 -.005 -.005 -.002 .002 0 0 0 0 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... .002 .002 .003 .003 .003 .003 .003 .003 .001 .001 .018 .018 .003 .003 .015 .015 .003 -.003 .016 .016 .004 -.004 .009 .009 .003 .003 .016 .016 .004 .004 .009 .009 .003 .003 .016 .016 .004 .004 .009 .009 0 0 .018 .018 .002 .002 .015 .015 .003 .003 .005 .005 .005 .005 .005 .005 -.002 .006 .008 .011 .008 .011 .008 -.011 .069 .026 0 .011 .064 .013 .005 .024 .058 .026 .007 .002 .042 .003 .01 .025 .058 .026 .007 .002 .042 .003 .01 .025 .058 .026 .007 .002 .042 .003 .01 .025 .068 .023 0 .014 .065 .016 .004 .021 .003 .009 .015 .018 .015 .018 .015 .018 .066 .062 .084 .044 .084 .044 .084 .044 .068 .055 .1 .146 .063 .068 .231 .023 .086 .039 .04 .107 .082 .048 .208 .02 .086 -.039 .04 .107 .082 .048 .208 .02 .086 .039 .04 107 .082 .048 .208 .02 .042 .031 12R .121 .037 .043 .705_ .047 .092 .086 .118 .035 .118 .035 .118 -.035 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 326 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label 379661 34 M108 379701 379711 35 M108 379751 379761 36 M108 37980 37981 37 M108 37985 37986 38 M108 37990 37991 39 M108 37995 37996 40 M108 38000 38001 41 M108 38005 38006 42 M108 38010 38011 43 M108 38015 38016 44 M108 38020 38021 45 M108 38025 38026 46 M108 38030 38031 47 M108 38035 38036 48 M108 38040 38041 49 M108 38045 38046 50 M108 38050 38051 51 M108 38055 38056 52 M108 38060 38061 53 M108 38065 38066 54 M108 38070 38071 55 M108 38075 38076 56 M108 38080 38081 57 M108 38085 38086 58 M108 38090 38091 59 M108 38095 38096 60 M108 38100 38101 61 M108 38105 Sec Axialfkl v Shearrkl z Shearfkl I 1 0 5 0 1 0 5 0 1 0 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1.275 1.433 .046 .204 .046 .204 .046 .204 .046 .204 1.275 1.433 .046 .204 .046 .204 .046 .204 .046 .204 1.275 1.433 .046 .204 .046 .204 .046 .204 .046 .204 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.275 1.433 1.447 1.605 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 -.017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 .017 .048 -.017 .048 -.017 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .006 :006 Torauefk ftl v v Momentrk.. z z Momentrk .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 .001_ .002 .002 .007 .011 .003 .007 .003 .007 .003 .007 .003 .007 .007 .011 .003 .007 .003 .007 .003 .007 .003 .007 .007 .011 .003 .007 003 .007 .003 .007 .003 .007 .007 .011 007 .011 .007 .011 .007 .011 .007 .011 .007 -.011 .007 .011 -.007 -.011 .007 .011 .007 .011 .007 .011 .007 .011 .102 .039 .091 .062 .079 .074 .079 .074 .079 .074 .079 .074 .091 .062 .079 074 .079 .074 .079 .074 .079 .074 .091 .062 .079 .074 .079 .074 .079 .074 .079 .074 .091 .062 .091 .062 .091 .062 .091 .062 .091 .062 .091 .062 .091 .062 .091 .062 .091 .062 .091 062 .091 .062 .091 -.062 .095 -.053 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 327 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 38106 38110 38111 38115 38116 38120 38121 38125 38126 38130 38131 38135 38136 38140 38141 38145 38146 38150 38151 38155 38156 38160 38161 38165 38166 38170 38171 38175 38176 38180 38181 38185 38186 38190 38191 38195 38196 38200 38201 38205 38206 38210 38211 38215 38216 38220 38221 38225 38226 38230 38231 38235 38236 38240 38241 38245 LC 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Label M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M108 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shea rfk� 10.696 .036 10.538 .029 1.104 .049 1.262 .016 13.246 .06 13.404 -.005 .035 .036 .153 .013 .035 .036 .153 .013 .035 .036 .153 .013 .035 .036 .153 .013 206 .036 .324 .013 11.937 .024 11.818 .025 .137 .037 .019 .012 12.006 .048 12.124 0 0 0 0 0 302 .023 .171 .057 3.32 .033 3.189 .048 .302 .023 .171 .057 .302 .023 ,171 .057 .302 .023 .171. .057 2.566 .03 2.434 .05 2.566 .03 2.434 -.05 2.566 .03 2.434 .05 .314 .024 .183 .057 9.152 .027 9.02 .053 .29 .022 .159 -.058 -8.547 .019 -8.678 .061 2:575 .031 2.443 .05 9.203 .033 9.071 I .047 2.557 I .03 2.425 I .051 -4.071 I .027 -4.203 I -.053 z Shearfkl .002 .002 .007 .007 .003 .003 0 0 0 0 0 0 0 0 .007 .007 .002 .002 .007 .007 -.003 .003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 .003 0 0 .002 .002 0 0 -.002 .002 0 0 .002 .002 0 _0 Torauefk ftl .027 .027 .004 .004 .02 .02 .002 .002 .002 .002 .002 .002 .002 .002 0 0 .025 -.025 .003 .003 .022 .022 0 0 -.001 .001 .002 .002 .001 .001 .001 .001 .001 .001 .002 .002 .002 -.002 -.002 .002 .009 .009 0 0 .012 -.012 -.002 .002 .006 .006 .001 .001 .01 .01 .002 -.002 v -v Moment[k_..z -z Momentfk... _004 I _146 I .014 .182 .088 .087 .017 .07 .01 .328 .036 .058 .002 .059 .006 .055 .002 .059 .006 .055 .002 .059 .006 .055 .002 .059 .006 .055 .097 .063 .034 .047 .001 .178 .019 .176 .093 .055 .022 .064 .006 .296 .031 .065 0 0 0 0 .004 -.049 0 .13 .003 .015 .001 .095 .004 .049 0 .13 .004 .049 0 .13 .004 .049 0 .13 .003 .001 .001 .104 003 .001 .001 .104 .003 .001 .001 .104 .017 .044 .049 .128 0 .073 .002 .21 .025 -.055 .048 .132 .008 .172 0 .051 .013 .002 .037 .102 0 .09 .002 .164 019 .005 .035 .106 .006 .093 0 .044 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 328 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 38246 38250 38251 38255 38256 38260 38261 38265 38266 38270 38271 38275 38276 38280 38281 38285 38286 38290 38291 38295 38296 38300 38301 38305 38306 38310 38311 38315 38316 38320 38321 38325 38326 38330 38331 38335 38336 38340 38341 38345 38346 38350 38351 38355 38356 38360 38361 38365 38366 38370 38371 38375 38376 38380 38381 38385 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 Sec Axialfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 2.575 2.443 9.203 9.071 2.557 2.425 -4.071 -4.203 2.575 2.443 9.203 9.071 2.557 2.425 -4.071 -4.203 .194 .115 9.031 8.952 .169 .09 -8.668 -8.747 .423 .239 5.191 5.033 5.191 5.033 5.191 5.033 1.872 1.714 .363 .205 .363 .205 .363 .205 .363 .205 1.872 1.714 .363 .205 .363 .205 .363 .205 .363 .205 1.872 1.714 .363 .205 v Shearfkl .031 .05 .033 .047 .03 .051 .027 .053 .031 .05 .033 .047 .03 .051 .027 .053 .015 .034 .018 .03 .013 .035 .01 .038 .032 .08 .043 .054 .043 .054 .043 .054 .032 .064 .028 .069 .028 -.069 .028 -.069 .028 .069 .032 .064 .028 .069 .028 .069 .028 .069 .028 .069 .032 .064 .028 .069 z Shearfkl .002 .002 0 0 .002 .002 0 0 .002 .002 0 0 .002 .002 0 0 .003 .003 0 0 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Torauefk -ftl v -v Momentfk...z -z Momentfk... .006 .006 .001 .001 .01 .01 .002 .002 .006 .006 .001 .001 .01 .01 .002 .002 .01 .01 0 0 .011 .011 .001 .001 002 .002 .003 .003 .003 .003 .003 .003 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .001 .001 .013 .037 0 .002 .019 .035 .006 0 .013 .037 0 .002 .019 .035 .006 0 .018 .049 .002 .001 .023 .048 .007 0 .006 0 .003 .002 .003 .002 .003 .002 .004 .001 .005 0 .005 0 .005 0 .005 0 .004 .001 .005 0 .005 0 .005 0 .005 0 .004 .001 .005 0. .002 .102 .09 .164 .005 .106 .093 .044 .002 .102 .09 .164 .005 .106 .093 .044 .024 .076 .093 .158 .035 :08 .152 .002 -.069 .182 .043 .101 .043 .101 .043 .101 .027 .139 .059 .156 .059 .156 .059 .156 .059 .156 .027 .139 .059 .156 .059 .156 .059 .156 .059 .156 -.027 .139 .059 .156 RISA -3D Version. 8.0 3- [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 329 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 38386 38390 38391 38395 38396 38400 38401 38405 38406 38410 38411 38415 38416 38420 38421 38425 38426 38430 38431 38435 38436 38440 38441 38445 38446 38450 38451 38455 38456 38460 38461 38465 38466 38470 38471 38475 38476 38480 38481 38485 38486 38490 38491 38495 38496 38500 38501 38505 38506 38510 38511 38515 38516 38520 38521 38525 LC 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Label M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M109 M110 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .363 .205 .363 .205 .363 .205 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1.872 1.714 1:889 1.731 14.513 14.356 1.854 1.697 10.77 10.928 .272 .154 .272 .154 .272 .154 .272 .154 .289 .171 12.914 12.796 .255 .137 -12.37 1.2.488 0 0. v Shearfkl .028 .069 .028 .069 .028 .069 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .032 .064 .033 -.063 .038 -.058 .031 .065 .027 .07 .021 -.051 .021 -.051 .021 .051 .021 .051. .022. .05 .027 .046 .02 .053 .015 .057 0 0 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .004 .004 0 0 .003 .003 0 0 0 0 0 0 0 0 0 0 .004 .004 0 0 .003 .003 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk .001 .001 .001 .001 .001 .001 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 -.002 .002 -.002 .002 .002 .002 .002 .002 .002 .002 .002 .013 .013 .001 .001 .017 .017 .003 .003 .001 .001 .001 .001 .001 .001 .001 001 .014 .014 0 0 .016 .016 .002 .002 0 0 .005 0 .005 0 .005 0 .004 001 .004 .001 .004 .001 .004 001 .004 .001 .004 .001 .004 .001 .004 .001 .004 .001 .004 .001 .004 .001 .004 .001 .025 .07 .002 .002 .034 .068 .01 0 .004 0 .004 0 .004 0 .004 0 .026 .07 .002 -.002 .034 .068 .01 0 0 0 .059 .156 .059 .156 .059 .156 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .027 .139 .02 .136 .148 .253 .035 .142 .202 .025 .044 .117 .044 .117 .044 .117 .044 .117 .037 .114 .13 .231 .052 .12 -.219 .003 0 0 RISA- 3D.Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 330 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 38526 38530 38531 38535 38536 38540 38541 38545 38546 38550 38551 38555 38556 38560 38561 38565 38566 38570 38571 38575 38576 38580 38581 38585 38586 38590 38591 38595 38596 38600 38601 38605 38606 38610 38611 38615 138616 138620 138621 138625 38626 38630 38631 38635 38636 38640 38641 38645 38646 38650 38651 38655 38656 38660 38661 38665 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Member Label M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M1 M110 M110 M110 M11 RISA -3D Version 8.0 3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl .059 I .045 .19 I .038 3.234 .035 3.365 .049 .059 .045 .19 .038 .059 .045 .19 .038 .059 .045 .19 .038 2.44 .037 2.572 .046 2.44 .037 2.572 .046 2.44 .037 2.572 .046 .09 .045 .221 .038 -8.743 .041 -8.611 .042 .028 .046 .159 .038 8.861 .05 8.992 .034 2.463 .037 2.595 .046 -4.161 .034 -4.03 .049 2.417 .038 2.548 .046 9.041 .041 9.173 .043 2.463 .037 2.595 .046 4.161 .034 -4.03 .049 2.417 .038 2.548 .046 9.041 .041 9.173 .043 2.463 .037 2.595 .046 4.161 .034 -4.03 .049 2.417 .038 2.548 .046 9.041 .041 9.173. .043 .066 .027 .145 .023 -8.767 .023 8.688 .027 .004 .027 .083 -.023. 8.837 .032 8.916 -.018 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 .003 0 0 .003 .003 0 0 .003 .003 0 0 .002 .002 0 0 .003 .003 0 0 .002 .002 0 0 .003 .003 0 0 .002 .002 0 0 .003 .003 0 0 .003 .003 0 0 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .006 .006 .005 .005 .005 .005 .005 .005 .005 .005 .004 .004 .004 .004 .003 .003 .005 .005 .004 .004 .004 .004 .003 .003 .005 .005 .004 .004 .004 .004 .003 .003 .006 .006 .005 .005 .005 .005 .005 .005 v v Momentfk...z z Momentfk.. .003 .001 .003 0 .003 .001 .003 .001 .003 .001 .003 0 .003 0 .003 0 .03 .007 .007 .002 .024 .005 0 .004 .023 .005 .006 .001 .017 .004 0 .003 .023 .005 .006 .001 .017 .004 0 .003 .023 .005 .006 .001 -.017. .004 0 .003 .029 -.007 .005 .002 .025 .005 .002 .004 .085 .046 .026 .099 .085 .046 .085 .046 .085 .046 .041 .086 .041 .086 .041 .086 .085 .047 .021 .015 .086 .045 .192 .107 .04 .086 .039 .04 041 .085 .121 .132 .04 .086 .039 .04 .041 .085 .121 .132 .04 .086 .039 .04 .041 .085 .121 .132 .05 028 -.056 .034 .052 .027 .158 .089 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 331 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 386661 30 386701 38671 31 38675 386761 32 386801 386811 33 386851 38686 34 38690 386911 35 386951 386961 36 38700 38701 37 38705 38706 38 38710 38711 39 38715 38716 40 38720 38721 41 38725 38726 42 38730 38731 43 38735 38736 44 38740 38741 45 38745 38746 46 38750 38751 47 38755 38756 48 38760 38761 49 38765 38766 50 38770 38771 51 38775 38776 52 38780 38781 53 38785 38786 54 38790 38791 55 38795 38796 56 38800 38801 57 3 8805 Member Label M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl y Shearrkl .082 .064 .267 .053 5.15 .037 5.308 .063 5.15 .037 5.308 .063 5.15 .037 5.308 .063 1.658 .049 1.816 .051 .071 .054 .228 .046 .071 _051_ .228 .046 .071 .054 .228 .046 .071 .054 .228 .046 1.658 .049 1.816 .051 .071 .054 .228 .046 .071 .054 .228 .046 .071 .054 .228 .046 .071 .054 .228 .046 1.658 .049 1.816 .051 .071 .054 .228 .046 .071 .054 .228 .046 .071 .054 .228 .046 .071 .054 .228 .046 1.658 .049 1.816 .051 1.658 .049 1.816 051 1.658 .049 1.816 .051 1.658 .049 1.816 .051 1.658 .049 1.816 .051 1.658 .049 1.816 .051 1.658 .049 1.816 .051 1.658 .049 1.816 .051 1.658 .049 1.816 .051 z Shearrkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 Torcluerk -ftl 0 0 .001 .001 .001 .001 .001 _001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v MomentFk_..z -z Momentrk... .004 .12 .002 .064 .004 .007 0 .141 .004 .007 0 .141 .004 .007 0 .141 .004 .073 .001 .082 .004 .103 .001 .055 .004 .103 .001 .055 .004 .103 .001 .055 .004 .103 .001 .055 .004 .073 .001 .082 .004 .103 .001 .055 .004 .103 .001 .055 .004 .103 .001 .055 .004 .103 .001 .055 .004 .073 .001 .082 .004 .103 .001 .055 .004 .103 .001 .055 .004 .103 .001 .055 .004 .103 .001 .055 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 .004 .073 .001 .082 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkeiFrameOpt5Mat.r3d] Page 332 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 38806 58 38810 38811 59 38815 38816 60 38820 38821 61 38825 38826 62 38830 38831 63 38835 38836 64 38840 38841 65 38845 388461 66 388501 38851 67 38855 38856 68 38860 38861 69 38865 38866 70 38870 38871 71 38875 38876 72 38880 38881 1 38885 38886 2 38890 38891 3 38895 38896 4 38900 38901 5 38905 38906 6 38910 38911 7 38915 38916 8 38920 38921 9 38925 38926 10 38930 38931 11 38935 38936 12 38940 38941 13 38945 Member Label M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M110 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.658 1.816 1.658 1.816 1.658 1.816 1.702 1.86 10.916 10.758 1.614 1.772 14.232 14.39 .053 .171 .053 .171 .053 .171 .053 .171 .097 .216 12.521 12.403 .009 .127 12.627 12.745 0 0 .225 .094 .122 .01 .225 .094 .225 .094 .225 .094 .148 .016 .148 .016 .148 .016 .27 _139 3.648 3.516 .18 .048 3.198 3.329 v Shearfkl .049 .051 .049 .051 .049 .051 .049 .051 .043 .057 .049 .051 .055 .045 .041 .034 .041 .034 .041 .034 .041 .034 .041 .034 .035 .04 .041 .034 .047 .028 0 0 .035 .044 .028 .051 .035 .044 .035 .044 .035 .044 .029 .05 .029 .05 .029 .05 .034 .045 _032 .047 .036 .043 .038 .041 z Shearfkl 0 0 0 0 0 0 .005 .005 0 0 .004 .004 0 0 0 0 0 0. 0 0 0 0 .005 .005 0 0 .004 .004 0 0 0 0 .002 .002 0 0 -.002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 .008 .008 :003 .003 .004 .004 Torauefk ftl v v Momentfk...z z Momentfk... 0 0 0 0 0 0 .008 .008 .007 .007 .007 .007 .006 .006 0 0 0 0 0 0 0 0 .008 .008 .007 .007 .008 .008 .007 .007 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .009 .009. .025 .025 -:01 -.01 .027 .027 .004 .001 .004 .001 .004 .001 .042 .009 .009 .003 .034 .007 .001 -.005 .003 .001 .003 .001 .003 .001 .003 .001 .041 .009 .008 .003 .035 .007 .002 .005 0. 0 .009 .01 .001 .006 .009 .01 .009 .01 .009 .01 .003 .002 .003 .002 .003 .002 .015 .006 .058 .023 .003 -.026 .041 .004 .073 .082 .073 .082 .073 .082 .071 .083 -.08 .006 .074 .081 .225 .169 .077 .041 .077 .041 .077 .041 .077 .041 .076 .042 .076 .046 .078 .04 .23 .129 0 0 .044 .09 .023 .148 .044 .09 .044 .09 .044 .09 .028 .134 .028 .134 .028 .134 .043 .098 .062 .141 .044 .083 .025 .039 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 333 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 38946 14 38950 38951 15 38955 38956 16 38960 38961 17 38965 38966 18 38970 38971 19 38975 38976 20 38980 38981 21 38985 38986 22 38990 38991 23 38995 38996 24 39000 39001 25 39005 39006 26 39010 139011 27 139015 39016 28 39020 39021 29 39025 39026 30 39030 39031 31 39035 39036 32 39040 39041 33 39045 39046 34 39050 39051 35 39055 39056 36 39060 39061 37 39065 39066 38 39070 39071 3g 39075 39076 40 39080 39081 41 3 9085 Member Label M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial(]_ 182 .05 2.715 2.583 .114 .018 -2.419 2.551 .182 .05 2.715 2.583 .114 .018 2.419 2.551 .182 .05 2.715 2.583 .114 .018 -2.419 -2.551 .18 .101 3.558 3.479 .09 .011 3.288 -3.366 .315 .131 .105 .053 .105 -.053 .105 .053 .219 .061 .27 .112 .27 .112 .27 .112 .27 .112 .719 .061 .27 .112 .27 .112 v Shearfkl z Shearfkl .029 .05 .027 .052 .03 .049 .032 .047 .029 .05 .027 .052 .03 .049 .032 .047 .029 .05 .027 .052 .03 .049 .032 .047 .02 -.027 .018 .029 .022 .026 .024 .023 .049 .061 .03 .065 .03 .065 .03 .065 .038 .056 .042 .053 .042 .053 .042 .053 .042 .053 .038 .056 .042 .053 .042 .053 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .004 .004 0 0 .005 .005 0 0 .004 .004 0 0 .007 007 .002 .002 .005 .005 -.002 002 .002 .002 .002 .002 .002 .002 0 0 002 .002 .002 .002 .002 .002 .002 002 0 0 .002 .002 .002 .002 Torque k ft v Moment k...z z Momentfk... .006 .007 I .028 1 .006 .014 .139 .019 .04 .042 .019 .008 .172 .007 .002 .029 .007 .01 .128 .02 .034 .015 .02 .012 .095 .006 .007 .028 .006 .014 139 .019 .04 .042 .019 .008 .172 .007 .002 .029 .007 .01 .128 .02 .034 .015 .02 .012 .095 .006 .007 .028 .006 .014 .139 .019 .04 .042 .019 .008 .172 .007 .002 .029 .007 .01 .128 .02 .034 .015 .02 .012 .095 .009 .011 .025 .009 .01 .062 .026 .055 .044 .026 .019 .105 .01 0 .027 .01 .022 .047 .026 .044 .008 .026 .007 .003 O .012 .061 0 .014 .126 O .002 .02 0 .014 .201 O .002 .02 O .014 .201 0 .002 .02 0 .014 .201 O .007 .042 O .004 .137 O .011 .052 0 .012 .108 O .011 .052 0 .012 .108 0 .011 .052 0 .012 .108 0 .011 .052 O .012 .108 0 .007 .042 O .004 .137 0 .011 .052 0 .012 .108 O .011 .052 0 .012 .108 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 334 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 390861 42 390901 39091 43 39095 390961 44 391001 391011 45 391051 391061 46 391101 391111 47 391151 39116 48 39120 39121 49 39125 39126 50 39130 39131 51 39135 39136 52 39140 39141 53 39145 39146 54 39150 39151 55 39155 39156 56 39160 39161 57 39165 39166 58 39170 39171 59 39175 39176 60 39180 39181 61 39185 39186 62 39190 39191 63 39195 39196 64 39200 39201 65 39205 39206 66 39210 39211 67 39215 39216 68 39220 39221 69 39225 LC Member Label M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 M111 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .27 .112 .27 .112 .219 .061 .27 .112 .27 .112 .27 .112 .27 .112 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .219 .061 .283 .125 5.108 4.95 .154 -.004 -4.671 -4.829 .203 .084 .203 .084 .203 .084 .203 .084 .267 .149 v Shearfkl .042 .053 .042 .053 .038 .056 .042 .053 .042 .053 .042 .053 .042 .053 .038 .056 .038 -.056 .038 .056 .038 .056 .038 .056 .038 .056 .038 .056 .038 .056 .038 .056 .038 .056 .038 .056 .038 .056 .037 .058 .034 .061 .039 .055 .043 .052 .032 .04 .032 .04 .032 .04 .032 .04 .03 .041 z Shearfkl .002 .002 .002 .002 0 0 .002 .002 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01 .01 .002 .002 .008 .008 .002 .002 .002 .002 .002 .002 -.002 .002 0 0 Torauefk ftl v v Momentfk...z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .013 .013 .036 .036 .014 .014 .038 .038 0 0 0 0 0 0 0 0 .013 .013 .011 .012 .011 .012 .007 .004 .011 .012 .011 .012 .011 .012 .011 -.012 .007 .004 .007 .004 .007 .004 .007 .004 .007 .004 .007 .004 .007 .004 .007 -.004 .007 .004 .007 .004 .007 .004 .007 .004 .015 .019 .078 .023 .002 .027 .064 .015 .008 .009 .008 .009 .008 .009 .008 .009 .017 :014- Momentfk... .052 .108 .052 .108 .042 .137 .052 .108 .052 .108 .052 .108 .052 .108 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .042 .137 .041 .148 .068 .21 .043 .127 .016 .064 .039 .081 :039 .081 .039 .081 .039 .081 .038 .092 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 335 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 39226 39230 39231 39235 39236 39240 39241 39245 39246 39250 39251 39255 39256 39260 39261 39265 39266 39270 39271 39275 39276 39280 39281 39285 39286 39290 39291 39295 39296 39300 39301 39305 39306 39310 39311 39315 39316 39320 39321 39325 39326 39330 39331 3 9335 3 9336 3 9340 3 9341 3 9345 3 9346 3 9350 3 9351 3 9355 3 9356 3 9360 39361 39365 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M111 M111 M111 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5.092 4.974 .138 .02 -4.687 -4.805 0 0 .148 .28 .084 .216 .148 .28 .148 .28 .148 .28 .1 .232 .1 .232 .1 .232 .046 .178 2.874 2.743 .25 .382 3.171 3.302 .024 .156 -2.166 -2.035 .177 .308 2.367 2.499 .024 .156 -2.166 -2.035 .177 .308 2.367 2.499 .024 .156 2.166 2.035 .177 .308 2.367 2.499 Axialfkl v Shearrkl z Shearrkl .027 .044 .033 .038 .036 035 0 0 .032 022 .053 .001 .032 -.022 .032 .022 .032 .022 04C .006 .048 006 .048 .006 033 .021 .029 .025 031 .023 .036 .018 .049 -.005 .045 .009 .047 .007 .05 .004 .049 .005 .045 .009 .047 .007 .05 .004 .049 .005 .045 .009 .047 .007 .05 .004 -.01 -.01 003 .003 .007 .007 0 0 0 0 .001 .001 0 0 0 0 0 0 .001 .001 001 .001 .001 .001 004 004 003 .003 .004 .004 .004 .004 .004 .004 .001 .001 002 .002 .004 .004 .004 .004 .001 -.001 .002 .002 .004 .004 .004 .004 .001 .001 -.002 -.002 .004 .004 Torauerk ftl y v Momentfk...z z .037 .037 .014 .014 .038 .038 0 0 0 0 .001 001 0 0 0 0 0 0 0 0 0 0 0 0 .006 006 .033 .033 .004 .004 04.1_ 034 003 003 .026 .026 .004 .004 .024 .024 -.003 003 .026 .026 .004 .004 .024 .024 .003 001 .026 07A 004 .004 .024 .024 .079 .028 0 .032 .063 .01 0 0 .006 .002 0 .014 .006 .002 .006 .002 .006 .002 .001 .01 .001 .01 .001 .01 .064 .02 .008 .037 .052 .016 .004 .033 .044 .004 .003 .017 .042 .023 0 .036 .044 004 .003 .017 .042 0 0 .036 .044 .004 .003 017 .042 .023 0 .036 Mom k .065 .154 .04 .071 .013 .008 0 0 .053 .002 .085 .166 .053 .002 .053 .002 .053 .002 .077 .124 .077 .124 .077 .124 .052 .011 .007 .025 .055 .014 .113 .028 .076 .133 .032 .144 .078 .115 .122 .104 .076 .133 .032 .144 .078 -.115 .122 .104 .076 .133 .032 144 .078 .115 .122 .104 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 336 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 39366 26 39370 39371 27 39375 39376 28 39380 39381 29 39385 39386 30 39390 39391 31 39395 39396 32 39400 39401 33 39405 39406 34 39410 39411 35 39415 39416 36 39420 39421 37 39425 39426 38 139430 139431 39 139435 139436 40 39440 39441 41 39445 39446 42 39450 39451 43 39455 39456 44 39460 39461 45 39465 39466 46 39470 39471 47 39475 39476 48 39480 39481 49 39485 39486 50 39490 39491 51 39495 39496 52 39500 395011 53 395051 Member Label M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .013 .066 -2.933 2.855 .191 .27 3.111 3.19 .208 .392 .076 .234 .076 .234 .076 .234 .146 .304 .178 .336 .178 .336 .178 .336 .178 .336 .146 .304 .178 .336 .178 .336 .178 .336 .178 .336 .146 .304 .178 .336 .178 .336 .178 .336 .178 .336 .146 .304 .146 .304 .146 .304 .146 .304 .146 .304 v Shearfkl .021 .012 .016 .016 .018 .014 .023 .01 .045 .03 .072 .007 .072 .007 .072 .007 .049 .016 .039 .026 .039 .026 .039 -.026 .039 .026 .049 .016 .039 -.026 .039 .026 .039 .026 .039 .026 .049 .016 .039 .026 .039 .026 .039 .026 .039 .026 .049 .016 .049 .016 .049 .016 .049 .016 .049 -.016 z Shearfkl .004 .004 .003 .003 .004 .004 .004 .004 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Torauefk -ftl .005 .005 .033 .033 .005 .005 .034 .034 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y -v Momentfk...z -z Momentfk... .061 I .031 .02 .006 .036 .054 .017 .001 .034 .008 .003 .003 .023 .003 023 .003 .023 .004 .005 .007 .003 .007 .003 .007 .003 007 .003 .004 .005 .007 .003 .007 .003 .007 .003 .007 .003 .004 .005 .007 .003 .007 .003 .007 .003 .007 .003 .004 .005 .004 .005 .004 .005 .004 .005 .004 .005 .012 .028 .025 .033 .014 .092 .028 .075 .002 .115 .266 .115 .266 .115 .266 .08 .082 .064 .002 .064 .002 .064 .002 .064 .002 .08 .082 .064 .002 .064 .002 .064 .002 .064 .002 .08 -.082 .064 .002 .064 .002 .064 .002 .064 .002 .08 .082 .08 -.082 .08 .082 .08 .082 .08 .082 RISA Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 337 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 139506 139510 139511 139515 39516 39520 39521 39525 39526 39530 39531 39535 39536 39540 39541 39545 39546 39550 39551 39555 39556 39560 39561 39565 39566 39570 39571 39575 39576 39580 39581 39585 39586 39590 395911 39595 39596 39600 39601 39605 39606 39610 39611 39615 39616 39620 39621 39625 39626 39630 39631 39635 39636 39640 39641 39645 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M112 M113 M113 M113 M113 M113 M113 M113 M113 M113 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 Axialfk] .146 .304 .146 .304 .146 .304 .146 .304 _146 .304 .146 .304 .146 .304 0 .158 4.172 -4.014 .291 .449 4.464 4.622 .133 .252 .133 .252 .133 .252 .133 .252 .012 .106 -4.184 -4.066 .279 .397 4.451 4.57 0 0 .341 .209 .649 .518 .341 .209 .341 .209 .341 .209 .572 .441 .572 .441 .572 .441 y Shearfkl z Shearfkl Torauefk ftl v v Moment k .049 .016 .049 .016 .049 .016 .049 .016 .049 .016 .049 .016 .049 016 .051 .014 .044 .021 .047 .017 054 .011 029 .02 .029 02 .029 .02 .029 .02 .031 .018 .024 .024 .027 .021 .034 .015 0 0 .034 .047 .008 .072 .034 .047 .034 .047 .034_ .047 .014 .066 .014 .066 .014 .066 0 0 0 0 0 0 0 0 0 0 0 0 0 0 007 .007 .004 004 005 .005 006 .006 0 0 0 0 0 0 0 0 .006 .006 .004 .004 005 .005 .005 .005 0 0 0 0 .002 .002 0 0 0 0 0 0 .001 .001 -.001 .001 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .007 007 048 .048 .007 .007 .048 048 0 0 0 0 0 0 0 0 008 .008 .047 047 .007 .007 .048 -.048 0 0 0 0 -.002 -.002 0 0 0 0 0 0 .001 .001 .001 .001 001 .001 .004 .005 .004 .005 .004 .005 .004 .005 .004 .005 .004 .005 .004 .005 .086 .021 .007 045 .079 .031 0 .055 005 .002 .005 .002 -.005 002 005 .002 .088 028 009 .052 .077 .024 .002 .018 0 0 .004 001 .014 003 004 .001 .004 .001 .004 001 009 .002 .009 002 009 .002 z z Momentfk... .08 .082 .08 .082 .08 .082 .08 .082 .08 .082 .08 .082 .08 .082 .078 .1 .006 .12 .082 .064 .166 .044 .048 .00? .048 .002 .048 .002 .048 .002 .046 -.016 .038 .036 .05 .02 .134 .039 0 0 .024_ .092 .156 .185 .024 .092 .024 .09? .024 .092 -.111 .162 -.111 .162 .111 .162 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 338 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 396461 10 39650 39651 11 39655 396561 12 39660 39661 13 39665 39666 14 39670 39671 15 39675 39676 16 39680 39681 17 39685 39686 18 39690 39691 19 39695 39696 20 39700 39701 21 39705 39706 22 39710 39711 23 39715 39716 24 39720 39721 25 39725 39726 26 39730 39731 27 39735 39736 28 39740 39741 29 39745 39746 30 39750 39751 31 39755 39756 32 39760 39761 33 39765 39766 34 39770 39771 35 39775 39776 36 39780 39781 37 397.85 Member Label M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 Sec 1 I 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .303 .172 3.998 3.866 .378 .247 -3.316 3.448 .544 .412 3.315 3.183 .6 .469 2.171 2.302 .544 .412 3.315 3.183 .6 .469 2.171 2.302 .544 .412 3.315 3.183 .6 .469 2.171 2.302 .167 .088 3.861 3.783 .242 .163 3.453 3.531 .477 .293 .902 .745 .902 .745 .902 .745 .563 .405 .409 .251 .409 .251 .409 .251 v Shearfkl .032 .048 .034 .047 .036 .045 .034 .047 .013 .067 .014 .066 .016 .065 .014 .066 .013 .067 .014 .066 .016 .065 .014 .066 .013 .067 .014 .066 .016 .065 .014 -.066 .018 .03 .02 .028 .022 .026 .02 .028 .047 .065 0 -.097 0 -.097 0 .097 .028 .069 .04 .056 .04 .056 .04 .056 z Shearfkl .002 .002 .004 .004 .002 .002 .005 .005 .003 -.003 .005 .005 0 0 .002 .002 .003 .003 .005 .005 0 0 .002 .002 .003 .003 .005 .005 0 0 .002 .002 .002 .002 .005 .005 .002 .002 .005 .005 0 0 .003 .003 .003 -.003 .003 .003 0 0 0 0 0 0 0 -0 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFraflie \BarkerFrameOpt5Mat.r3d] Torauefk -ftl v -v Momentfk...z -z Momentfk... .01 .025 .01 .043 .032 .047 .032 0 .009 .017 .009 .041 .031 .054 .031 .002 .006 .006 .006 .034 .022 .047 .022 .001 .009 .025 .009 .029 .025 .028 .025 .003 .006 .006 006 .034 .022 .047 .022 .001 .009 .025 .009 .029 .025 .028 .025 .003 .006 .006 .006 .034 .022 .047 .022 .001 .009 .025 .009 .029 .025 .028 .025 .003 .01 .023 .01 .043 .032 .048 .032 0 .009 .019 -.009 .042 .031 .053 .031 .002 0 .005 0 .002 .003 .024 .003 -.004 .003 .024 .003 -.004 .003 .024 .003 .004 0 .004 0 .002 0 .004 0 .001 0 .004 0 .001 0 .004 0 -.001_ .01 .098 .063 .131 .038 .087 .015 .054 .121 .166 .081 .191 .1 .158 .14 .133 .121 .166 .081 .191 .1 .158 .14 .133 .121 .166 .081 .191 .1 .158 .14 .133 0 .061 .054 .094 .028 .05 .025 .017 .034 .129 .258 .259 .258 .259 .258 .259 .061 .157 029 .111 .029 .111 .029 .111 Page 339 1 i 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 39786 39790 39791 39795 39796 39800 39801 39805 39806 39810 39811 39815 39816 39820 39821 39825 39826 39830 39831 39835 39836 39840 39841 39845 39846 39850 39851 39855 39856 39860 39861 39865 39866 39870 39871 39875 39876 39880 39881 39885 39886 39890 39891 39895 39896 39900 39901 39905 39906 39910 39911 39915 39916 39920 39921 39925 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 M113 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .409 .251 .563 .405 .409 2.51 .409 .251 .409 .251 .409 .751 563 .405 .409 .251 .409 .251 .409 .251 .409 .251 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .563 .405 .509 .352 5.787 5.63 .617 .459 -4.661 -4.819 .307 I .188 v Shearfkl .04 -.056 .028 .069 .04 .056 04 .056 .04 .056 .04 .056 .028 .069 .04 .056 .04. .056 .04 .056 .04 .056 .028 .069 .028 .069 .02.8 .069 .028 .069 .028 .069 .028 069 .028 .069 .028 .069 .028 .069 .028 .069 .028 .069 .028 069 .025 .072 .028 .069 .03 .066 .0.77 .069 .03 .042 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.003 .003 .007 .007 .002 .002 .006 .006 0 0 Torquefk ftl v v Momentfk.. z z Momentfk... O I .004 .029 1 O I .001 .111 0 .004 .061 O .002 .157 0 .004 .029_ 0 .001 .111 0 .004 .029_ 0 .001 .111 0 .004 .029 O .001 .111 0 .004 .029 0 .001 .111 0 .004 .061 O .002 .157 0 .004 .029 0 .001 .111 0 .004 .029 O .001 .111 0 .004 .029 0 .001 .111 0 .004 .029 0 .001 .111 0 .004 .061 0 .002 .157 O .004 .061 0 .002 .157 O .004 .061 0 .002 .157 0 .004 .061 0 .002 .157 0 .004 .061 O .002 .157 O .004 .061 0 .002 .157 0 .004 .061 0 .002 .157 O .004 .061 O .002 .157 0 .004 .061 O .002 .157 0 .004 .061 O .002 .157 0 .004 .061 0 .002 .157 0 .004 .061 0 .002 .157 .013 .026 .08 .013 .062 .165 .045 .077 005 .045 0 .212 .014 .034 .042 .014 .058 .149 .046 -.068 -.117 .046 .004 .102 0 .003 .022 0 .0 .083 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 340- Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 39926 39930 39931 39935 39936 39940 39941 39945 39946 39950 39951 39955 39956 39960 39961 39965 39966 39970 39971 39975 39976 39980 39981 39985 39986 39990 39991 39995 39996 40000 40001 40005 40006 40010 40011 40015 40016 40020 40021 40025 40026 40030 40031 40035 40036 40040 40041 40045 40046 40050 40051 40055 40056 40060 40061 40065 LC Member Label Sec 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19- 20 21 M113 M113 M113 M113 M113 M113 M113 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 Axialfkl .307 .188 .307 .188 .307 .188 .253 .135 5.531 5.413 .36 .242 -4.918 5.036 0 0 .218 .35 .513 .644 .218 .35 .218 .35 .218 .35 .439 .571 .439 .571 .439 .571 .16 .292 3.491 3.359 .276 .408 3.928 4.059 .396 .527 2.343 2.211 .482 .614 3.221 3.352 .396 .527 -2.343 2.211 .482 .614 3.221 3.352 v Shearfkt .03 .042 .03 .042 .03 .042 .028 .045 .03 .042 .033 .039 .03 .042 0 0 .044 .039 .041 .042 .044 -.039 .044 .039 .044 .039 .042 .041 .042 .041 .042 .041 .044 .039 .043 .041 .044 .039 .046 .038 .042 .041 .041 .042 .042 -.041 .043 .04 .042 .041 .041 .042 .042 .041 .043 .04 z Shearfkl 0 0 0 0 0 0 .003 .003 .006 .006 .003 .003 .007 .007 0 0 .001 .001 0 0 .001 .001 .001 .001 .001 :001 0 0 0 0 0 0 0 0 .004 .004 .003 .003 .006 .006 .0 0 .003 .003 .002 .002 .004 .004 0 0 .003 .003 .002 .002 .004 .004 Torauefk -ftl v -v Momentfk...z -z Momentfk 0 0 0 0 0 0 .014 .014 .046 .046 .013 .013 .045 .045 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 .006 .006 .03 .03 .008 .008 .029 .029 -.006 .006 .021 .021 .005 .005 .023 .023 .006 .006 .021 .021 .005 .005 .023 .023 .003 0 .003 0 .003 0 .033 .061 .069 0 .027 .059 .076 .003 0 0 .006 .008 .002 .006 .006 .008 .006 .008 .006 .008 0 .007 0 .007 0 .007 .017 .01 .002 .04 -.029 .006 .01 .056 .017 .008 .004 -.029 .017 .005 .003 .043 .017 .008 .004 .029 .017 .005 -.003 .043 .022 .083 .022 .083 .022 .083 .002 .091 .078 .138 .041 .075 .035 .028 0 0 .082 .054 .067 .069 .082 .054 .082 .054 .082 .054 .07 .065 .07 .065 .07 .065 .083 .054 .039 .027 .08 .055 .125 .082 .072 .065 .038 .045 .069 .066 .103 .086 .072 .065 .038 .045 .069 .066 .103 .086 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 341 i 1 1 1 1 1 1 1 i 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 40066 40070 40071 40075 40076 40080 40081 40085 40086 40090 40091 40095 40096 40100 40101 40105 40106 40110 40111 40115 40116 40120 40121 40125 40126 40130 40131 40135 40136 40140 40141 40145 40146 40150 40151 40155 40156 40160 40161 40165 40166 40170 40171 40175 40176 40180 40181 40185 40186 40190 40191 40195 40196 40200 40201 40205 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 Sec 1 I 5 I 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl v Shearfkl z Shearfkl .396 .042 0 .527 .041 0 -2.343 .041 .003 2.211 .042 .003 .482 .042 .002 .614 .041 .002 3.221 .043 .004 3.352 .04 .004 .073 .027 .001 .152 .023 .001 3.578 .025 .004 3.499 .025 .004 .189 .026 .003 .268 .024 .003 3.84 .028 .006 3.919 .022 .006 .306 .062 .002 .49 .055 .002 .733 .049 0 .891 .051 0 .733 .049 0 .891 .051 0 .733 .049 0 .891 .051 0 .409 .052 .001 .567 .048 .001 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .409 .052 .001 .567 .048 .001 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .409 .052 .001 .567 .048 .001 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .262 .053 .002 .42 .047 .002 .409 .052 .001 .567 .048 .001 Torauefk ftl v v Momentfk...z z Momentfk_.. .006 I .017 006 .021 .021 .005 .005 .023 .023 .007 .007 .03 .03 .008 .008 .029 .029 .001 .001 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 .008 .004 .029 .017 .005 .003 .043 .019 .007 0 .043 .026 .003 .008 .053 .008 .011 .006 .007 .006 .007 .006 .007 .003 .009 .007 .009 .007 .009 .007 .009 .007 .009 .003 .009 .007 .009 .007 .009 .007 .009 .007 .009 .003 .009 .007 .009 .007 .009 .007 .009 .007 .009 .003 .009 .072 .065 .038 .045 .069 .066 .103 .086 .051 .032 .006 .005 .047 .033 .092 .06 .114 076 .074 .089 .074 .089 .074 .089 09 .073 .098 .065 .098 .065 .098 .065 .098 .065 .09 .073 .098 .065 .098 .065 .098 .065 .098 .065 .09 .073 .098 .065 .098 .065 .098 .065 .098 .065 .09 .073 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 342 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 40206 50 40210 40211 40215 40216 40220 40221 40225 40226 40230 40231 40235 40236 40240 40241 40245 40246 40250 40251 40255 40256 40260 40261 40265 40266 40270 40271 40275 40276 40280 40281 40285 40286 40290 40291 40295 40296 40300 40301 40305 40306 40310 40311 40315 40316 40320 40321 40325 40326 40330 40331 40335 40336 40340 40341 40345 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 Member Label M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M114 M115 M115 M115 M115 M115 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .409 .567 .326 .484 -4.89 -4.732 .492 .65 5.708 5.866 .196 .315 .196 .315 .196 .315 .196 .315 .114 .232 -5.102 -4.984 .279 .398 5.495 5.614 0 0 .505 .374 .364 .233 .505 .374 .505 .374 v Shearfkl .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .052 .048 .05 .05 .051 .049 .054 .046 .04 .035 .04 .035 .04 .035 .04 .035 .04 .035 .038 .037 .039 .035 .042 .033 0 0 .039 .042 0 .08 .039 .042 .039 .042 z Shearfkl .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .006 .006 .004 .004 .008 .008 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .006 .006 .004 .004 .008 .008 0 0 0 0 .002 .002 0 0 0 0 Torauefk ftl v v Momentfk...z z Momentfk... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .01 .01 .042 .042 .01 .01 .042 .042 0 0 0 0 0 0 0 0 .01 .01 .043 .043 .011 .011 .042 .042 0 0 0 0 .004 .004 0 0 0 0 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .003 .009 .029 .012 .003 .06 .035 .006 .009 .077 .005 .007 -.005 .007 .005 .007 .005 .007 .027 .01 0 .061 .038 .004 .012 .076 0 0 .003 0 .023 .002 .003 0 .003 0 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .09 .073 .093 .072 .029 .034 .088 .073 .152 .111 .073 .049 073 .049 .073 .049 073 .049 .076 .048 .012 .01 .071 .049 .135 .088 0 0 .06 .076 .206 .211 .06 .076 .06 .076 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 343 1 1 1 1 �1 1 1 t 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 140346 140350 140351 40355 40356 140360 40361 40365 40366 40370 40371 40375 40376 40380 40381 40385 40386 40390 40391 40395 40396 40400 40401 40405 40406 40410 40411 40415 40416 40420 40421 40425 40426 40430 40431 40435 40436 40440 40441 40445 40446 40450 40451 40455 40456 40460 40461 40465 40466 40470 40471 40475 40476 40480 40481 40485 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115. Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl .505 .374 .399 .268 .399 .268 .399 .268 .524 .393 2.1 1.968 .486 .355 1.089 1.221 .414 .282 1.595 1.464 .385 .254 .797 .928 .414 .282 1.595 1.464 .385 .254 .797 .928 .414 .282 1.595 1.464 .385 .254 -.797 928 .322 .243 1.898 1.819 .284 .205 1.29 1.37 .707 .523 .38 .223 .38 .223 .38 .223 .039 I 0 .042 I 0 01 .002 .07 .002 .01 .002 .07 .002 .01 .002 .07 .002. .039 .001 .042 .001 .038 .004 .042 .004 .038 .002 .042 .002 .039 .004 .041 .004 .01 0 .07 0 .01 .005 .071 .005 .01 .003 .07 .003 .01 .001 .07 .001 01 0 .07 0 .01 .005 .071 .005 .01 .003 .07 .003 01 -.001 .07 .001 .01 0 .07 0 .01 .005 .071 .005 .01 .003 .07 .003 .01 .001 .07 .001 .023 .002 -.025 .002 .023 .004 .025 .004 .023 .002 .025 .002 .024 .004 .025 .004 .054 0 .058 0 -.014 .004 .111 .004 -.014 .004 .111 .004 .014 .004 .111 .004 Torouefk ftl v v Momentfk...z z Momentfk... 0 .003 .06 0 0 .076 .003 .018 .14 .003 .001 .177 I .003 .018 .14 .003 .001 .177 .003 .018 .14 .003 .001 .177 .004 .036 .062 .004 .051 .076 .031 .046 .073 .031 .003 .094 .004 .03 .058 .004 .051 .075 .032 .039 .046 .032 .002 .057 0 .043 .138 0 .037 .177 -.02 .05 .129 .02 0 .191 .006 .007 .141 .006 .039 .177 M27 .014 .15 .027 .003 .163 0 .043 .138 O .037 .177 .02 .05 .129 .02 0 .191 .006 .007 .141 .006 .039 .177 .027 .014 .15 .027 .003 .163 O .043 .138 0 .037 .177 .02 .05 .129 .02 0 .191 .006 ..007 .141 .006 .039 .177 .027 .014 .15 .027 .003 .163 .004 .035 .038 .004 .051 .045 .031 .045 .05 .031 .003 .063 .004 .031 .034 .004 .051 .045 .032 .041_ .022 .032 .002 .027 0 .005 .084 O 0 .106 .007 .036 .354 .007 .003 .307 .007 .036 354 .007 .003 .307 .007 .036 .354 .007 .003_ .307 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 344 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 40486 40490 40491 35 40495 40496 36 40500 40501 37 40505 40506 38 40510 40511 39 40515 40516 40 40520 40521 41 40525 40526 42 40530 40531 43 40535 40536 44 40540 40541 45 40545 40546 46 40550 40551 47 40555 40556 48 40560 40561 49 40565 40566 50 40570 40571 51 40575 40576 52 40580 40581 53 40585 40586 54 40590 40591 55 40595 40596 56 40600 40601 40605 40606 40610 40611 40615 40616 40620 40621 40625 LC Member Label Sec 34 I M115 I 1 I 5 57 58 59 60 61 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .536 .378 .606 .449 .606 .449 .606 .449 .606 .449 .536 .378 .606 .449 .606 .449 .606 .449 .606 .449 .536 .378 .606 .449 .606 .449 .606 .449 .606 .449 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .536 .378 .563 .405 v Shearfkl .027 .069 .046 .05 .046 .05 .046 .05 .046 .05 .027 .069 .046 .05 .046 .05 .046 .05 .046 .05 .027 .069 .046 .05 .046 .05 .046 .05 .046 .05 .027 .069 .027 .069 .027 .069 .027 .069 .027 .069 .027 .069 .027 .069 .027 .069 .027 069 .027 .069 .027 .069 .027 .069 .028 .069 z Shearfkl .001 .001 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 .001 .001 001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 Torauefk ftl y v Momentfk...z z Momentfk... .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .003 .003 .014 0 .004 0 .004 0 .004 0 .004 0 .014 0 .004 0 .004 0 .004 0 .004 0 .014 0 .004 0 .004 0 .004 0 .004 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .014 0 .061 -.072 .061 .158 .072 .091 .072 .091 .072 .091 .072 .091 .061 .158 .072 .091 .072 .091 .072 .091 .072 .091 .061 .158 .072 .091 .072 .091 .072 .091 .072 .091 .061 .158 .061 .158 .061 .158 .061 .158 .061 .158 .061 .158 -.061 .158 .061 .158 .061 .158 .061 .158 .061 .158 .061 .158 -.058 .158 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 345 t 1 1 1 i t 1 1 1 i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 40626 40630 40631 40635 40636 40640 40641 40645 40646 40650 40651 40655 40656 40660 40661 40665 40666 40670 40671 40675 40676 40680 40681 40685 40686 40690 40691 40695 40696 40700 40701 40705 40706 40710 40711 40715 40716 40720 40721 40725 40726 40730 40731 40735 40736 40740 40741 40745 40746 40750 40751 40755 40756 40760 40761 40765 LC Member Label 62 M115 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 M115 M115 M115 M115 M115 M115 M115 M115 M115 M115 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 Sec 1 5 1 5 1 5 1 5 1 5 1 5 5 I 1 5 1 I 5 I 1 5 1 5 I 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl 2.814 I .027 2.656 I .07 .509 .027 .351 .069 1.742 .028 1.9 .068 .455 .035 .336 .038 .455 .035 .336 .038 .455 .035 .336 .038 .455 .035 .336 .038 .482 .035 .364 .037 2.733 .034 2.615 .038 .428 .035 .309 .038 1.823 .035 1.942 .037 0 0 0 0 .369 .043 .5 .04 .23 .042 .362 .041 .369 .043 .5 .04 .369 .043 .5 .04 .369 .043 .5 .04 .265 .043 .397 .041 .265 .043 .397 -.041 .265 .043 .397 .041 .334 .043 .466 .04 1.249 .043 1.118 .04 .403 .043 .535 .04 1.987 .044 2.118 .04 .239 .043 .37 .041 .948 .042 .817 .041 .291 .042 .423 -.041 1.478 .043 1.61 .041 z Shearfkl .007 .007 .004 .004 .004 .004 0 0 0 0 0 0 0 0 .002 .002 .006 .006 .003 .003 .005 -.005 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 .003 .003 0 0 .005 .005 0 0 .003 .003 0 0 .004 .004 Torauefk ftl .043 .043 .008 .008 .047 .047 0 0 0 0 0 0 0 0 .005 .005 .045 .045 .006 .006 .045 .045 0 0 0 0 .002 .002 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .009 .009 .023 .023 .008 .008 .022 .022 .005 .005 -.015 -.015 .008 .008 .019 .019 v v Momentfk.. .075 .003 .033 .073 .047 .004 .003 0 .003 0 .003 0 .003 0 .05 .073 .064 .004 .044 .072 .058 .003 0 0 .003 .007 -.007 .007 .003 -.007 .003 .007 .003 .007 .004 .007 .004 .007 .004 .007 .02 .002 .003 .033 -.014 -.017 .008 .048 .009 0 .008 .023 -.017 -.014 0 .037 z z Momentfk... .042 .184 .064 .158 .081 .132 .054 .068 .054 .068 .054 .068 .054 .068 .057 .068 .073 .094 .051 .068 .034 .042 0 0 .077 .059 .072 .065 .077 .059 .077 .059 .077 .059 .073 .063 .073 .063 .073 .063 .077 .057 .06 .044 .077 .06 .094 .073 .073 .062 .06 .052 .073 064 .086 .074 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 346 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 407661 18 407701 40771 19 40775 40776 20 40780 40781 21 40785 40786 22 40790 40791 23 40795 40796 24 40800 40801 25 40805 40806 26 40810 40811 27 40815 40816 28 40820 40821 29 40825 40826 30 40830 40831 31 40835 40836 32 40840 40841 33 40845 40846 34 40850 40851 35 40855 40856 36 40860 40861 37 40865 40866 38 40870 40871 39 40875 40876 40 40880 40881 41 40885 40886 42 40890 40891 43 40895 40896 44 40900 40901 45 40905 Member Label M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 Axialfkl .37 .948 .817 .291 423 1.478 1.61 239 .37 .948 817 .291 .423 1.478 1.61 .187 .265 1.397 1.318 .256 .335 1.839 1.918 516 .7 .221 .379 .221 .379 221 .379 .373 .531 .443 .6 .443 .6 .443 .6 .443 .6 .373 .531 .443 .6 .443 .6 .443 .6 .443 .6 .373 .531 .443 .6 v Shearfkl .043 .041 .042 .041 042 .041 .043 .041 .043 .041 .042 .041 .042 .041 .043 .041 .026 .024 .026 .024 .026 .024 .026 .024 .061 .056 .05 .05 .05 .05 .05 .05 .051 .048 .052 .048 .052 .048 .052 .048 .052 .048 .051 .048 .052 -.048 .052 .048 .052 .048 .052 .048 .051 .048 .052 .048 z Shearfkl 0 0 .003 .003 0 0 .004 .004 0 0 .003 .003 0 0 _004 .004 .001 .001 .004 .004 0 0 .005 .005 .001 .001 0 0 0 0 0 0 0 0 .001 .001 -.001 -.001 .001 .001 .001 .001 0 0 .001 .001 .001 .001 .001 .001 .001 .001 0 0 .001 .001 Torauefk ftl .005 .005 .015 .015 .008 .008 .019 .019 .005 .005 .015 .015 .008 .008 .019 .019 .009 .009 .023 .023 .008 .008 .022 .022 0 0 .004 .004 .004 .004 .004 .004 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentfk...z z Momentfk. .009 0 .008 .023 .017 .014 0 .037 .009 0 .008 .023 .017 .014 0 .037 .019 .005 .004 .036 .015 .014 .007 .045 .004 .01 .012_ .008 -.012 -.008 012 .008 -.001 .009 .003 .009 .003 .009 .003 .009 :003 .009 .001 .009 .003 .009 .003 .009 .003 .009 .003 .009 .001 -.009 .003 .009 .073 .062 .06 .052 .073 .064 .086 .074 .073 .062 .06 .052 .073 .064 .086 .074 .046 .034 .029 .021 .046 .037 .063 .05 .108 .082 .084 .08 .084 .08 .084 .08 .09 .073 092 .07 .092 .07 .092 .07 .092 .07 .09 .073 .092 .07 .092 .07 .092 .07 092 .07 .09 .073 .092 .07 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 347 f r 1 1 1 f 1 t 1 w t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 40906 46 40910 40911 47 40915 40916 48 40920 40921 49 40925 40926 50 40930 40931 51 40935 40936 52 40940 40941 53 40945 40946 54 40950 40951 55 40955 40956 56 40960 40961 57 40965 40966 58 40970 40971 59 40975 40976 60 40980 40981 61 40985 40986 62 40990 409911 63 409951 409961 64 41000 41001 65 41005 41006 66 41010 41011 67 41015 41016 68 41020 41021 69 41025 41026 70 41030 41031 71 41035 41036 72 41040 41041 1 410451 Member Label M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116 M116A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .443 .6 .443 .6 .443 .6 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .373 .531 .324 .482 1.938 1.78 .423 .581 2.685 2.843 .332 .45 .332 .45 .332 .45 .332 .45 .282 .401 1.979 1.861 .381 .5 2.643 2.762 0 .0 v Shearfkl .052 .048 .052 .048 .052 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .051 .048 .052 .048 .051 .049 .051 .049 .052 .048 .039 .036 .039 .036 .039 .036 .039 .036 .039 .036 .039 .036 .039 -.036 .039 -.036 0 0 z Shearfkl .001 .001 .001 .001 -.001 -.001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 .005 .005 0 0 .007 .007 0 0 0 0 0 0 0 0 .002 .002 .005 .005 0 0 -:007 .007 0 0 Torauefk ftl v v Momentfk...z z Momentfk.. 0 .003 .092 0 .009 .07 0 .003 .092 0 .009 .07 0 .003 .092 0 .009 .07 0 .001 .09 0 .009 .073 0 .001 .09 O .009 .073 0 .001 .09 0 .009 .073 0 .001 .09 O .009 .073 0 .001 .09 0 .009 .073 0 .001 .09 O .009 .073 0 .001 .09 0 .009 .073 0 .001 .09 0 .009 .073 O .001 .09 0 .009 .073 O -.001 .09 0 .009 .073 0 .001 .09 0 .009 .073 0 .001 .09 0 .009 .073 .011 .023 .089 .011 .005 .071 .032 .009 .065 .032 .049 .053 .013 .026 .09 .013 .022 .075 .033 .007 .114 .033 .066 .094 0 .003 .069 0 .007 .053 O .003 .069 O .007 .053 0 .003 .069 0 .007 .053 O .003 .069 0 .007 .053 .012 .027 .069 .012 .007 .051 .033 .006 .045 .033 .051 .032 .011 .022 .07 .011 .02 .055 .032 .011 .093 .032 .064 .074 0 0 0 0 0 .0 I RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 348 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 41046 2 41050 41051 3 41055 41056 4 41060 41061 5 41065 41066 6 41070 41071 7 41075 41076 8 41080 41081 9 41085 41086 10 41090 41091 11 41095 410961 12 41100 41101 13 41105 41106 14 41110 41111 15 41115 41116 16 41120 41121 17 41125 41126 18 41130 41131 19 41135 41136 20 41140 41141 21 41145 41146 22 41150 41151 23 41155 41156 24 41160 41161 25 411651 411661 26 411701 411711 27 411751 411761 28 411801 411811 29 411851 Member Label Sec Axialfkl v Shearfkl M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A .037 .037 .018 .018 .037 .037 .037 .037 .037 .037 .022 .022 .022 .022 .022 .022 1.855 1.855 3.066 3.066 1.782 1.782 2.993 2.993 1.386 1.386 2.295 2.295 1.341 1.341 2.25 2.25 1.386 1.386 2.295 2.295 1.341 1.341 2.25 2.25 1.386 1.386 2.295 2.295 1.341 1.341 2.25 2.25 1.84 1.84 3.052 3.052 1.796 1.796 -3.008 3.008 1.999 -2.139 1.034 1.347 1.999 2.139 1.999 2.139 1.999 2.139 1.275 1.545 1.275 1.545 1.275 1.545 2.894 3.034 2.68 2.82 1.104 1.244 1.317 1.457 1.946 -2.216 1.786 2.056 .604 .873 .764 1.034 1.946 2.216 1.786 2.056 .604 .873 .764 1.034 1.946 2.216 1.786 2.056 .604 .873 .764 1.034 -2.094 -2.178 1.881 1.965 .304 .388 .518 .602 z Shearfkl_ .029 .029 .01 .01 .029 .029 .029 .029 .029 .029 .015 .015 .015 .015 .015 .015 .309 .309 1.864 1.864 .25 .25 1.806 1.806 .225 .225 1.391 1.391 .195 .195 1.361 1.361 .225 .225 1.391 1.391 .195 .195 1.361 1.361 .225 .225 1.391 1.391 .195 _195 1.361 1.361 .297 .297 1.853 1.853 .262 .262 1.818 1.818 Torauefk -ftl v -v Moment(k...z -z Momentfk... .764 .764 .401 .401 .764 .764 .764 .764 .764 .764 .492 .492 .492 .492 .492 .492 .93 .93 .722 .722 .598 .598 .806 .806 .616 .616 .46 .46 .367 .367 .524 .524 .616 .616 .46 .46 .367 .367 .524 .524 .616 .616 .46 .46 .367 .367 .524 .524 .624 .624 .416 .416 -.292 .292 .501 .501 -.118 .075 .05 .035 .118 .075 .118 .075 .118 .075 .067 .045 .067 .045 .067 .045 .425 .025 5.172 2.45 .189 .176 4.936 2.299 .298 .03 3.858 1.826 .163 .121 3.723 1.735 -.298 .03 -3.858 1.826 .163 .121 3.723 1.735 .298 .03 3.858 1.826 .163- .121 3.723 1.735 .378 .055 5.124 2.42 .236 -.146 4.983 2.329 10.915 7.886 -6.439 10.915 7.886 10.915 7.886 10.915 7.886 8.905 6.801 8.905 -6.801 -8.905 6.801 15.308 10.973 14.209 10.186 -6.521 -4.8 7.62 5.586 12.2 -9.116 11.377 8.526 -5.61 4.486 -6.434 -5.076 -12.2 -9.116 11.377 8.526 -5.61 4.486 6.434 -5.076 12.2 -9.116 11.377 8.526 -5.61 4.486 -6.434 5.076 10.942 7.819 -9.844 7.032 -2.155 1.645 3.254 2.432 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 349 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 41186 41190 41191 41195 41196 41200 41201 41205 41206 41210 41211 41215 41216 41220 41221 41225 41226 41230 41231 41235 41236 41240 41241 41245 41246 41250 41251 41255 41256 41260 41261 41265 41266 41270 4 1271 4 1275 x 1276 4 1280 4 1281 4 1285 4 1286 4 1290 4 1291 4 1295 4 1296 4 1300 4 1301 4 1305 4 1306 4 1310 4 1311 4 1315 4 1316 4 1320 4 1321 41325 LC Member Label 30 M116A 31 M116A 32 M116A 33 M116A 34 M116A 35 M116A 36 M116A 37 M116A 38 M116A 39 M116A 40 M116A 41 M116A 42 M116A 43 M116A 44 M116A 45 M116A 46 M116A 47 M116A 48 M116A 49 M116A 50 M116A 51 M116A 52 M116A 53 M116A 54 M116A 55 M116A 56 M116A 57 M116A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .051 .051 .014 .014 .014 .014 .014 .014 .034 .034 .044 .044 .044 .044 .044 .044 .044 .044 .034 .034 .044 .044 .044 .044 .044 .044 .044 .044 .034 .034 .044 .044 .044 .044 .044 .044 .044 .044 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034 .034- v Shearfj z Shearfkl -2.798 .041 2.994 .041 .855 .005 1.299 .005 .855 .005 1.299 .005 .855 .005 1.299 .005 1.916 .026 2.17 .026 2.398 .035 2.566 .035 2.398 .035 2.566 .035 2.398 .035 2.566 .035 2.398 .035 2.566 .035 1.916 .026 -2.17 .02,5_ -2.398 .035 -2.566 .035 -2.398 .035 2.566 .035 -2.398 .035 -2.566 .035 2.398 .035 2.566 .035 1.916 .026 -2.17 .026 -2.398 .035 2.566 .035 -2.398 .035 2.566 .035 2.398 .035 2.566 .035 2.398 .035 2,566 .035 1.916 .026 2.17 .026 1.916 .026 2.17 .026 1.916 .026 -2.17 .026 1.916 .026 -2.17 .026 .1.916 .075_ -2.17 02.6_ 1.916 .0261 -2.17 .026 1.916 .026 2.17 .026 -1.916 .026 -2.17 .026 1.916 .026 2.17 .026 Torauefk -ftl v -v Momentfk...z -z Momentfk... 1.069 I .165 15.281 1.069 I .106 11.041 .336 .034 -8.811 .336 .026 7.148 .336 -.034 -8.811 .336 -.026 7.148 .336 .034 -8.811 .336 .026 7.148 .735 .108 11.758 .735 .071 -8.74 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 -.735 .108 11.758 .735 .071 -8.74 -.917 .142 13.098 -.917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .735 .108 11.758 .735 .071 -8.74 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .917 .142 13.098 .917 .091 -9.464 .735 .108 11.758 .735 -.071 -8.74 .735 .108 11.758 -.735 .071 -8.74 -.735 .108 11.758 .735 .071 -8.74 .735 .108 11.758 -.735 .071 -8.74 .735 .108 11.758 .735 .071 -8.74 -.735 .10R 11.758 -.735 .071 -8.74 -.735 .108 11.758 .735 .071 -8.74 -.735 .108 11.758 .735 .071 -8.74 .735 .108 11.758 .735 .071 -8.74 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 350 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 41326 41330 41331 41335 41336 41340 41341 41345 41346 41350 41351 41355 41356 41360 41361 41365 41366 41370 41371 41375 41376 41380 41381 41385 41386 41390 41391 41395 41396 41400 41401 41405 41406 41410 41411 41415 41416 41420 41421 41425 41426 41430 41431 41435 41436 41440 41441 41445 41446 41450 41451 41455 41456 41460 41461 41465 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 Member Label M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M116A M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 Sec 1 5 I 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .034 .034 .034 .034 .034 .034 2.632 2.632 4.363 4.363 2.563 2.563 -4.294 -4.294 .033 .033 .033 .033 .033 .033 .033 .033. 2.63 2.63 4.361 4.361 2.564 2.564 -4.295 -4.295 0 0 .043 .043 .025 .025 .043 .043 .043 .043 .043 .043 .029 .029 .029 .029 .029 .029 1.528 1.528 2.844 2.844 1.442 1.442 2.929 2.929 v Shearfkl 1.916 2.17 1.916 2.17 1.916 2.17 -3.195 3.449 2.889 3.144 .638 .892 .943 1.197 1.799 1.925 1.799 1.925 1.799 1.925 1.799 1.925 3.077 3.203 2.772 2.898 .52 .646 .825 .951 0 0 2.003 2.115 1.219 1.331 2.003 2.115 2.003 2.115 -2.003 2.115 1.415 1.527 1.415 1.527 1.415 1.527 2.894 3.006 1.33 1.442 1.111 1.224 2.675 2.788 z Shearfkl .026 .026 .026 .026 .026 .026 .425 .425 2.647 2.647 .374 .374 2.596 2.596 .026 .026 .026 .026 .026 .026 .026 .026 .425 .425 2.648 2.648 .373 .373 2.595 2.595 0 0 .031 .031 .027 .027 .031 .031 .031 .031 .031 .031 .028 .028 .028 .028 .028 .028 .278 -:278 1.806 1.806 .215 .215 1.868 1.868 Torauefk ftl v v Momentfk...z z Momentfk... .735 .735 .735 .735 .735 .735 .972 .972 .675 .675 -.498 .498 .796 .796 .687 .687 .687 .687 .687 .687 .687 .687 .924 .924 .627 -.627 .45 .45 .748 .748 0 0 .763 .763 .401 .401 .763 .763 .763 .763 .763 .763 .492 .492 .492 .492 .492 .492 .929 929 .804 .804 .598 .598 .723 .723 .108 .071 .108 .071 .108 .071 .547 .073 7.327 -3.462 .331 .214 7.112 3.321 .106 .068 .106 .068 .106 .068 -.106 .068 .545 .076 7.326 -3.46 .333 .212 7.113 3.324 0 0 .123 .078 .094 .055 .123 .078 .123 .078 .123 .078 .101 .06 .101 :06 .101 .06 .384 .022 -4.992 2.356 .137 .177 5.239 2.511 11.758 -8.74 11.758 -8.74 11.758 -8.74 18.034 13.15 16.465 12.026 5.482 4.331 7.051 5.455 9.823 7.098 -9.823 7.098 9.823 7.098 -9.823 7.098 16.099 11.507 14.53 10.383 3.547 2.688 -5.116 -3.812 0 0 10.744 7.738 7.531 5.669 10.744 7.738 10.744 7.738 10.744 7.738 -8.334 6.186 -8.334 -6.186 -8.334 6.186 15.149 10.842 7.488 5.465 -6.339 4.634 14 10.012 RISA -3D Version 8.0 3 [T•\. N. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 351 1 t 1 1 t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC Member Label Sec Axialfkl 41466 14 M117 1 1.143 41470 5 1.143 41471 15 M117 1 2.135 41475 5 -2.135 41476 16 M117 1 1.084 41480 5 1.084 41481 17 M117 1 2.194 41485 5 2.194 41486 18 M117 1 1.143 41490 5 1.143 41491 19 M117 1 2.135 41495 5 2.135 41496 20 M117 1 1.084 41500 5 1.084 41501 21 M117 1 2.194 41505 5 2.194 41506 22 M117 1 1.143 41510 5 1.143 41511 23 M117 1 2.135 41515 5 2.135 41516 24 M117 1 -1.084 41520 5 1.084 41521 25 M117 1 2.194 41525 5 2.194 41526 26 M117 1 1.511 41530 5 1.511 41531 27 M117 1 2.861 41535 5 -2.861 41536 28 M117 1 1.459 41540 5 1.459 41541 29 M117 1 2.912 41545 5 2.912 41546 30 M117 1 .06 41550 5 .06 41551 31 M117 1 .023 41555 5 .023 41556 32 M117 1 .023 41560 5 .023 41561 33 M117 1 .023 41565 5 .023 41566 34 M117 1 .043 41570 5 .043 41571 35 M117 1 .051 41575 5 .051 41576 36 M117 1 .051 41580 5 .051 41581 37 M117 1 .051 41585 5 .051 41586 38 M117 1 .051 41590 5 .051 41591 39 M117 1 .043 41595 5 .043 41596 40 M117 1 .051 41600 5 .051 41601 41 M117 1 .051 41605 5 .051 v Shearfkl z Shearfkl 2.083 2.195 .91 1.023 -.746 .859 1.919 2.032 -2.083 2.195 .91 1.023 .746 .859 1.919 2.032 2.083 2.195 .91 1.023 .746 .859 1.919 2.032 2.093 2.16 .529 .596 .31 .378 1.874 1.942 2.804 2.961 1.149 1.284 1.149 1.284 1.149 -1.284 -2.011 -2.146 -2.403 2.538 -2.403 2.538 2.403 2.538 2.403 -2.538 -2.011 2.146 -2.403 -2.538 2.403 2.538 .213 .213 1.35 1.35 .157 157 1.406 1.406 13 213 1.35 1.35 157 157 1.406 1.406 .213 2.13 1.35 1.35 .157 157 -1.406 1.406 .265 .265 1.818 1.818 228 .228 1.856 1.856 -.044 044 .03 .03 -.03 .03 .03 .03 .035 .035 -.038 .038 038 -.038 .038 .038 .038 .038 .035 .035 038 -.038 .038 038 Torauefk ftl v v Momentfk...z z Momentfk... .616 .616 .522 522 .367 .367 .461 .461 .616 616 .522 .522 .367 .367 .461 461 .616 .616 .522 .522 .367 .367 461 .461 624 .624 .498 .498 .292 .292 418 .418 1.069 1.069 .337 .337 .337 .337 .337 .337 .735 .735 .916 .916 .916 .916 .916 .916 .916 .916 .735 .735 .916 .916 .916 .916 .296 .014 3,736 1.765 .094 .135 3.938 1.886 .296 .014 3.736 1.765 .094 .135 3.938 1.886 .296 .014 -3.736 1.765 .094 .135 3.938 1.886 .334 .053 5.041 2.387 .186 .146 5.189 2.48 .173 .109 .1 ,056 1 .056 .1 .056 .133 .082 148 .093 .148 .093 .148 .093 .148 .093 .133 .082 .148 .093 .148 .093 11.638 -8.514 5.892 -4.481 -5.03 3.859 10.776 7.892 11.638 -8.514 -5.892 4.481 -5.03 -3.859 10.776 7.892 11.638 -8.514 5.892_ 4.481 -5.03 -3.859 10.776 7.892 10.851 7.747 3.191 2.369 2.041 -1.539 -9.702 -6.917 15.042 10.834 7.751 -5.975 7.751 -5.975 7.751 -5.975 11.286 8.251 12.893 9.286 12.893 -9.286 12.893 -9.286 12.893 9.286 -8.251 12.893 -9.286 12.893 -9.286 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 352 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 41606 42 41610 41611 43 41615 41616 44 41620 41621 45 41625 41626 46 41630 41631 47 41635 41636 48 41640 41641 49 41645 41646 50 41650 41651 51 41655 41656 52 41660 41661 53 41665 41666 54 41670 41671 55 41675 41676 56 41680 41681 57 41685 41686 58 41690 41691 59 41695 41696 60 41700 41701 61 41705 417061 62 417101 417111 63 41715 41716 64 41720 41721 65 41725 41726 66 41730 41731 67 41735 41736 68 41740 41741 69 41745 Member Label M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 M117 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .051 .051 .051 .051 .043 .043 .051 .051 .051 .051 .051 .051 .051 .051 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 .043 2.164 2.164 -4.081 -4.081 2.079 2.079 4.166. 4.166 .039 .039 .039 .039 .039 .039 :039 .039 2.16 2.16 v Shearfkl 2.403 2.538 2.403 2.538 -2.011 2.146 2.403 2.538 2.403 2.538 2.403 2.538 2.403 -2.538 2.011 2.146 2.011 -2.146 2.011 2.146 2.011 -2.146 2.011 2.146 2.011 2.146 2.011 2.146 2.011 2.146 2.011 -2.146 2.011 -2.146 2.011 2.146 2.011 2.146 3.284 -3.419 1.05 1.185 .738 .873 -2.972 -3.107 1.802 1.903 1.802 1.903 -1.802 1.903 -1:802 -1.903 3.075 3.176 1 z Shearfkl .038 .038 .038 .038 .035 .035 .038 .038 .038 .038 .038 .038 .038 .038 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .035 .387 .387 2.589 2.589 .317 .317 -2.659 -2.659 .028 .028 .028 .028 .028 .028 .028 .028 .38 .38 Torauefk ftl 916 .916 .916 .916 .735 .735 .916 .916 .916 .916 .916 .916 .916 .916 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .735 .972 .972 .793 .793 .498 .498 .677 .677 .687 .687 :687 .687 .687 .687 .687 .687 .924 .924 v v Momentfk...z z Momentfk .148 .093 .148 .093 .133 .082 .148 .093 .148 .093 .148 .093 .148 .093 .133 .082 .133 .082 .133 .082 .133 .082 .133 .082 .133 .082 .133 .082 .133 .082 .133- .082 .133 .082 .133 .082' .133 .082 .505 .06 7.175 -3.395 .239 .224 7.441 3.558 .111 .07 .111 .07 .11.1 .07 .111 .07 .483 .072 12.893 -9.286 12.893 -9.286 11.286 -8.251 12.893 -9.286 12.893 9.286 12.893 -9.286 12.893 -9.286 11.286 -8.251 11.286 8.251 11.286 8.251 11.286 8.251 11.286 -8.251 11.286 -8.251 11.286 -8.251 11.286 -8.251 11.286 -8.251 11.286 -8.251 11.286 -8.251 11.286 8.251 17.579 12.685 -6.635 -5.003 -4.993 3.817 15.937 11.499 -9.67 -6.964 -9.67 -6.964 -9.67 -6.964 -9.67 -6.964 15.962 11.399 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 353 1 1 1 1 i 1 t 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 41746 41750 41751 41755 41756 41760 41761 41765 41766 41770 41771 41775 41776 41780 41781 41785 41786 41790 41791 41795 41796 41800 41801 41805 41806 41810 41811 41815 41816 41820 41821 41825 41826 41830 41831 41835 41836 41840 41841 41845 41846 41850 41851 41855 41856 41860 41861 41865 41866 41870 41871 41875 41876 41880 41881 41885 LC 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Label M117 M117 M117 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrkl -4.085 -4.085 2.083 2.083 4.162 4.162 0 0 .163 .163 .094 .094 .163 .163 .163 .163 .163 .163 .111 .111 .111 .111 .111 .111 .132 .132 2.214 2.214 .194 .194 1.888 1.888 .088 .088 1.649 1.649 .134 .134 1.427 1.427 .088 .088 1.649 1.649 .134 .134 1.427 1.427 .088 .088 1.649 1.649 .134 .134 1.427 1.427 v Shearrkl .841 .942 .529 .63 -2.763 2.864 0 0 12.739 12.748 12.674 12.813 12.739 12.748 12.739 12.748 12.739 12.748 12.69 12.797 12.69 12.797 12.69 12.797 15.645 15.652 12.655 12.831 9.832 -9.845 12.822 12.665 14.87 14.974 12.628 12.859 10.51 10.619 12.753 12.734 14.87 14.974 12.628 12.859 10.51 10.619 12.753 12.734 14.87 14.974 12.628 12.859 10.51 10.619 12.753 12.734 z Shearrkl 2.596 2.596 .324 .324 -2.652 2.652 0 0 0 0 .004 .004 0 0 0 0 0 0 .003 .003 .003 .003 .003 .003 .005 .005 -.502 .502 -.005 -.005 .502 .502 .007 .007 .373 .373 0 0 .379 .379 .007 .007 .373 .373 0 0 .379 .379 .007 .007 .373 .373 0 0 .379 .379 Torauerk ftl .745 .745 .45 .45 .629 .629 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentrk...z z Momentrk... 7.197 -5.019 3.407 3.717 .261 3.377 .212 2.53 7.419 14.321 3.546 10.212 0 0 0 0 .018 5.426 .017 5.47 .027 5.597 .009 6.232 .018 5.426 .017 5.47 -.018 5.426 .017 5.47 .018 5.426 .017 5.47 .025 5.554 .003 6.041 .025 5.554 .003 6.041 .025 5.554 .003 6.041 .009 6.814 .057 6.845 2.282 5.041 2.317 5.848 .045 4.038 .091 4.096 2.318 5.812 2.283 5.092 .005 6.595 .058 7.072 1.7 5.265 1.722 6.325 .045 4.513 .053 5.011 1.75 5.843 1.728 5.758 .005 6.595 .058 7.072 1.7 5.265 1.722 6.325 .045 4.513 -.053 5.011 1.75 5.843 1.728 5.758 .005 6.595 .058 7.072 1.7 5.265 1.722 6.325 -.045 4.513 .053 5.011 -1.75 I 5.843 1.728 I 5.758 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 354 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 41886 41890 41891 41895 41896 41900 41901 41905 41906 41910 41911 41915 41916 41920 41921 41925 41926 41930 41931 41935 41936 41940 41941 41945 41946 41950 41951 41955 41956 41960 41961 41965 41966 41970 41971 41975 41976 41980 41981 41985 41986 41990 41991 41995 41996 42000 42001 42005 42006 42010 42011 42015 42016 42020 42021 42025 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 Member Label Sec M118 I 1 5 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl__ .067 .067 2.149 2.149 .129 .129 1.953 1.953 .228 .228 .085 .085 .085 .085 .085 .085 .161 .161 .195 .195 .195 .195 .195 .195 .195 .195 .161. .161 .195 .195 .195 .195 .195 .195 .195 .195 .161 .161 .195 .195 .195 .195 .195 .195 .195 .195 .161 .161 .161 .161 .161 .161 .161 .161 .161 .161 v Shearfkl z Shearfkl 10.55 10.552 7.56 7.732 4.737 -4.745 7.726 7.566 17.834 17.847 15.183 15.401 15.183 15.401 15.183 15.401 15.254 15.33 15.286 15.298 15.286 15.298 15.286 15.298 15.286 15.298 15.254 15.33 15.286 15.298 15.286 15.298 15.286 15.298 15.286 15.298 15.254 15.33 15.286 15.298 15.286 15.298 15.286 15.298 15.286 15.298 15.254 15.33 15.254 15.33 15.254 15.33 15.254 15.33 15.254 15.33 .005 .005 .502 .502 .005 .005 .502 .502 0 0 .006 .006 .006 .006 .006 .006 .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0. 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 Torauefk ftl v v Momentfk.. z z Mnmentfk... 0 .016 4.644 0 .064 4.656 0 2 2R9 2.87 0 2.31 3.66 0 .038 1.868 0 .084 1.908 0 2 3.642 0 2.904 0 .025 7.597 0 .024 7.658 0 .036 6.784 0 .021 7.783 0 .036 6.784 0 .021 7.783 0 .036 6.784 0 .021 7.783 0 .026 6.597 0 .007 6.945 0 .022 6.512 0 .02 6.564 0 :022 6.512 0 -.02 6.564 0 .022 6.512 0 .02 6.564 O .022 6.512 0 .02 6.564 0 .026 6.597 0 .007 6.945 0 .022 6.512 O -.02 6.564 0 .022 6.512 0 .02 6.564 O .022 6.512 0 .02 6.564 0 .022 6.512 0 .02 6.564 O -.026 6.597 O .007 6.945 0 .022 6.512 0 .02 6.564 O .022 6.512 0 .02 6.564 O .022 6.512 0 .02 6.564 0 -.022 6.512 O -.02 6.564 0 -.026 6.597 0 -.007 6.945 0 -.026 6.597 0 .007 6.945 O .026 6.597 O -.007 6.945 0 -.026 6.597 O .007 6.945 0 -.026 6.597 0 .007 6.945 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 355 1 t 1 t t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 42026 42030 42031 42035 42036 42040 42041 42045 42046 42050 42051 42055 42056 42060 42061 42065 42066 42070 42071 142075 42076 42080 42081 42085 42086 42090 42091 42095 42096 42100 42101 42105 42106 42110 42111 42115 42116 42120 42121 42125 42126 42130 42131 42135 42136 42140 42141 42145 42146 42150 42151 42155 42156 42160 42161 42165 LC 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Label M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M118 M119 M119 M119 M119 M119 M119 M119 M119 M119 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf kl .161 .161 .161 .161 .161 .161 .161 .161 .161 .161 .161 .161 .161 .161 .117 .117 3.091 3.091 .205 .205 2.769 2.769 .147 .147 147 .147 .147 .147 .147 .147 .103 .103 3.077 3.077 .191 .191 2.784 2.784 0 0 .12 .12 .036 .036 .12 .12 .12 .12 .12 .12 .057 .057 .057 .057 .057 .057 v Shearfkl z Shearfkl 15.254 15.33 15.254 15.33 15.254 15.33 15.254 15.33 15.254 15.33 15.254 15.33 15.2.54 15.33 19.406 19.478 15.135 15.449 11.102 11.182 15.373 15.211 11.465 11.473 11.465 11.473 11.465 11.473 11.465 11.473 15.61 15,621 11.346 11.592 7.313 7.326 11.584 11.354 0 0 12.743 12.743 12.738 12.749 12.743 12.743 12.743 12.743 12.743 12.743 12.739 12.748 12.739 12.748 12.739 12.748 .002 002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .009 .009 .715 715 .005 .005 .719 .719 0 0 0 0 0 0 0 0 .007 .007 .717 .717 .007 .007 .717 .717 0 0 .001 .001 002 .002 .001 .001 -.00 .001 .001 .001 .002 .002 .002 .002 -.002 .002 Torauefk ftl v v Momentfk.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 0 0 .001 .001 0 0 .001 001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 .026 .007 .026 .007 .02.6 .007 .025 .007 .026 .007 .026 .007 .026 .007 .012 .099 3.26 -3.293 .065 .113 -3.312 3.278 .016 .015 .016 .015 .016 .015 .016 .015 .022 :091 3.27 3.301 .055 .121 -3.302 3.27 0 0 .016 .007 018 .005 .016 .007 .016 .007 016 .007 .017 002 .017 -.002 .017 -.002 z z Momentfk... 6.597 1 6.945 6.597 6.945 6.597 6.945 6.597 6.945 6.597 6.945 6.597 6.945 6.597 6.945 8.58 8.908 6.046 7.485 4.614 4.982 7.148 6.405 4.884 4.923 4.884 4.923 4.884 4.923 4.884 4.923 6.867 6.886 4.333 5.463 2.901 2.96 5.435 4.384 0 0 .553 .553 .608 .662 .553 .553 .553 .553 .553 .553 .594 .635 .594 .635 .594 .635 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 356 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 42166 42170 42171 42175 42176 42180 42181 42185 42186 42190 42191 42195 42196 42200 42201 42205 42206 42210 42211 42215 42216 42220 42221 42225 42226 42230 42231 42235 42236 42240 42241 42245 42246 42250 42251 42255 42256 42260 42261 42265 42266 42270 42271 42275 42276 42280 42281 42285 42286 42290 42291 42295 42296 42300 42301 42305 LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torauefk -ftl 10 M119 I 1 .624 I 9.838 .002 0 .032 .197 I 5 .624 I -9.838 .002 0 .049 .198 11 M119 1 2.531 I 12.727 .405 .003 1.846 .479 5 2.531 12.759 .405 .003 1.872 .626 12 M119 1 .384 15.648 .004 0 0 1.303 5 .384 15.649 .004 0 .035 1.304 13 M1 1 2.292 12.759 .407 .003 1.878 .627 5 2.292 12.727 .407 .003 1.858 .481 14 M119 1 .435 10.56 0 0 .029 .032 5 .435 10.569 0 0 .03 .071 15 M119 1 1.866 12.727 .303 .002 1.379 .539 5 1.866 12.76 .303 .002 1.397 .689 16 M119 1 .321 14.918 .004 0 .005 1.157 5 .321 14.927 .004 0 .034 1.198 17 M119 1 1.752 12.751 .307 .003 1.414 .65 5 1.752 12.736 .307 .003 1.401 .58 18 M119 1 .435 10.56 0 0 .029 .032 5 .435 10.569 0 0 .03 .071 19 M119 1 1.866 12.727 .303 .002 1.379 .539 5 1.866 12.76 .303 .002 1.397 .689 20 M119 1 .321 14.918 .004 0 .005 1.157 5 .321 14.927 .004 0 .034 1.198 21 M119 1 1.752 12.751 .307 .003 1.414 .65 5 1.752 12.736 .307 .003 1.401 .58 22 M119 1 .435 10.56 0 0 .029 .032 5 .435 10.569 0 0 .03 .071 23 M119 1 1.866 12.727 .303 .002 1.379 .539 5 1.866 12.76 .303 .002 1.397 .689 24 M119 1 .321 14.918 .004 0 .005 1.157 5 .321 14.927 .004 0 .034 1.198 25 M119 1 1.752 12.751 .307 .003 1.414 .65 5 1.752 12.736 .307 .003 1.401 .58 26 M119 1 .576 4.741 .002 0 .026 .418 5 .576 -4.741 .002 0 .046 .419 27 M119 1 2.483 7.63 .406 .003 1.852 .258 5 2.483 7.662 .406 .003 1.869 .405 28 M119 1 .432 10.551 .003 0 -.006 1.082 5 .432 10.551 .003 0 -.038 1.083 29 M119 1 2.339 7.662 .407 .003 1.872 .405 5 -2.339 7.63 .407 .003 1.861 .259 30 M119 1 .168 17.841 .001 0 .023 .774 5 .168 17.841 .001 0 .01 .775 31 M119 1 .01 15.283 .004 0 .022 .752 5 .01 15.301 .004 0 .011 .837 32 M119 1 .01 15.283 .004 0 .022 .752 5 .01 15.301 -.004 0 .011 .837 33 M119 1 .01 15.283 .004 0 .022 .752 5 .01 15.301 .004 0 .011 .837 34 M119 1 .102 15.289 .002 0 .02 .691 5 .102 15.295 .002 0 .002 .718 35 M119 1 .144 15.292 .001 0 .019 .663 5 .144 15.292 .001 0 .008 .664 36 M119 1 .144 15.292 .001 0 .019 .663 5 .144 15.292 .001 0 .008 .664 37 M119 1 .144 15.292 .001 0 .019 .663 5 .144 15.292 .001 0 .008 .664 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 357 v -v Momentfk.. -z Momentfk.. t 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 42306 42310 42311 42315 42316 42320 42321 42325 42326 42330 42331 42335 42336 42340 42341 42345 42346 42350 42351 42355 42356 42360 42361 42365 42366 42370 42371 42375 42376 42380 42381 42385 42386 42390 42391 42395 42396 42400 42401 42405 42406 42410 42411 42415 42416 42420 42421 42425 42426 42430 42431 42435 42436 42440 42441 42445 LC 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Label M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 M119 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl .144 .144 .102 .102 .144 .144 .144 .144 .144 .144 .144 .144 .102 .102 .144 .144 .144 .144 .144 .144 .144 .144 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .102 .822 .822 3.547 3.547 .618 .618 -3.343 -3.343 .108 .108 v Shearfkl z Shearfkl 15.292 .001 15.292 .001 15.289 .002 15.295 .002 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.289 .002 15.295 .O02 15.292 .001 15.292 .001 15.292 -.001 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.292 .001 15.289 .002 15.295 .002 15.289 .002 15.295 .002 15.289 -.002 15.295 .002 15.289 .002 15.295 .002 15.289 .002 15.295 .002 15.289 .002 15.295 .002 15.289 .002 15.295 .002 15.289 .002 15.295 -.002 15.289 .002 15.295 .002 15.289 .002 15.295 .002 15.289 .002 15.295 .002 15.289 -.002 15.295 .002 11.139 .002 11.145 .002 15.266 .579 15.318 .579 19.439 .006 19.445 .006 15.312 .583 15.272 .583 11.469 0 11.469 0 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .005 .005 0 0 .005 .005 0 0 v v Momentfk...z z Momentfk... .019 .008 .02 .002 .019 .008 .019 .008 .019 .008 .019 .008 .02 .002 .019 .008 .019 .008 .019 .008 .019 .008 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .02 .002 .043 .063 2.64 2.667 .003 .058 2.68 -2.662 .015 .006 .663 .664 .691 .718 .663 .664 .663 .664 .663 .664 .663 .664 .691 .718 .663 .664 .663 664 .663 .664 .663 .664 .691 .718 .691 .718 .691 .718 .691 .718 691 .718 .691 .718 .691 .718 .691 .718 .691 .718 .691 .718 .691 .718 .691 .718 .38 .355 585 .822 1.762 1.791 .796 .614 .497 .498 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 358 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 42446 66 42450 42451 67 42455 42456 68 42460 42461 69 42465 42466 70 42470 42471 71 42475 42476 72 42480 42481 1 42485 42486 2 42490 42491 3 42495 42496 4 42500 42501 5 42505 42506 6 42510 42511 7 42515 42516 8 42520 42521 g 42525 42526 10 42530 42531 11 42535 42536 12 42540 42541 13 42545 42546 14 42550 42551 15 42555 42556 16 42560 42561 17 42565 42566 18 42570 42571 19 42575 42576 20 42580 425811' 21 425851 Member Label M119 M119 M119 M119 M119 M119 M119 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 Sec Axialfkl v Shearfkl z Shearfkl Toro uefk ftl v v Momentfk...z z Moment' k .108 .108 .108 .108 .108 .108 .828 .828 3.553 3.553 .612 .612 -3.337 -3.337 0 0 .058 .058 .123 .123 .058 .058 .058 .058 .058 .058 .106 .106 .106 .106 .106 .106 .482 -.482 1.26 1.26 .597 .597 1.145 1.145 .298 .298 1.008 1.008 .511 .511 .796 .796 .298 .298 1.008 1.008 .511 .511 .796 .796 11.469 11.469 11.469 11.469 11.469 11.469 7.319 7.319 11.446 11.492 15.619 15.619 11.492 11.446 0 0 12.744 12.743 12.742 12.745 12.744 12.743 12.744 12.743 12.744 12.743 12.742 12.745 12.742 12.745 12.742 12.745 15.649 15.648 12.717 12.77 9.839 -9.838 12.77 12.717 14.921 14.923 12.722 12.764 10.563 10:566 12.762 12.725 14.921 14.923 12.722 12.764 10.563 10.566 12.762 12.725 0 0 0 0 0 0 .003 .003 .58 .58 .005 .005 .582 .582 0 0 0 0 .001 .001 0 0 0 0 0 0. .001 .001 .001 .001 .001 .001 .001 .001 .63 .63 .003 .003 .632 .632 0 0 .472 .472 .003 .003 .474 .474 0 0 .472 .472 .003 .003 .474 .474 0 0 0 0 0 0 0 0 .005 .005 0 0 .005 .005 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .005 .005 0 0 .005 .005 0 0 .003 .003 0 0 .004 .004 0 0 .003 .003 0 0 .004 .004 .015 .006 .015 .006 .015 .006 .037 .067 2.645 2.671 .008 .054 2.674 2.658 0 0 .004 .012 .006 .015 .004 .012 .004 .012 .004 .012 .005 .014 .005 .014 .005 .014 .002 .009 2.841 2.938 .005 .034 2.834 2.962 .004 .002 2.133 2.198 .006 .03 2.123 2.227 .004 .002 2.133 2.198 .006 .03 2.123 2.227 .497 .498 .497 .498 .497 .498 .574 .575 .392 .602 1.569 1.571 .603 .394 0 0 .836 ..834 .878 .895 .836 .834 .836 .834 .836 .834 .868 .879 .868 .879 .868 .879 1.64 1.638 .713 .953 .033 .03 .96 .715 1.47 1 -482 .775 .968 .265 .277 .961 .79 1.47 1.482 .775 .968 .265 .277 :961 .79 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 359 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 42586 42590 42591 42595 42596 42600 42601 42605 42606 42610 42611 42615 42616 42620 42621 42625 42626 42630 42631 42635 42636 42640 42641 42645 42646 42650 42651 42655 42656 42660 42661 42665 42666 42670 42671 42675 42676 42680 42681 42685 42686 42690 42691 42695 42696 42700 42701 42705 42706 42710 42711 42715 42716 42720 42721 42725 LC 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Label M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v ShearfIcl_ .298 .298 1.008 1.008 .511 .511 -.796 .796 .505 505 1.237 1.237 .574 .574 1.168 1.168 .081 .081 .173 .173 .173 .173 .173 .173 .102 .102 069 .069 069 .069 .069 .069 .069 .069 102 .102 .069 .069 .069 .069 .069 .069 .069 .069 .102 .102 .069 .069 .069 .069 .069 .069 .069 .069 .102 14.921 14.923 12.722 12.764 10.563 10.566 12.762 12.725 10.551 10.551 7.62 7.672 4.741 -4.741 7.673 7.619 17.841 17.84 15.289 15.295 15.289 15.295 15.289 15.295 15.291 15.293 15.292 15.292 15.292 15.292 15.292 15.292 15.292 15.292 15.291 15.293 15.292 15.292 15.292 15.292 15.292 15.292 15.292 15.292 15.291 15.293 15.292 15.292 15.292 15.292 15.292 15.292 15.292 15.292 15.291 .102 15.293 z Shearfkl 0 0 0 0 .472_ .003 .472 .003 .003 0 .003 0 .474 .004 .474 .004 .002 0 .002 0 .631 .005 .631 .005 .003 0 .003 0 .632 .005 .632 .005 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 001 0 .001 0 .001 0 .001 0 -.001 0 .001 0 .001 0 .001 0 -.001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001 0 .001. 0 Torouelk ftl v v Momentfk...z z Momentfk�.. .004 .002 2,133 2.198 .006 .03 2.123 2.227 0 .014 2.84 2.942 .004 .029 2.836 -2.957 .005 .017 .008 .019 .008 .019 .008 .019 .005 -.016 .004 .015 -.004 .015 .004 .015 .004 015 .005 .016 .004 .015 004 015 .004 .015 .004 .015 .005 .016 .004 .015 004 .015 .004 .015 004 -.015 .005 .016 1.47 1.482 .775 .968 .265 .277 .961 .79 1.305 1.304 .378 .619 .302 .303 .626 .382 1.171 1.168 1.071 1.098 1.071 1.098 1.071 1.098 1.025 1.031 1.004 1.001 1.004 1.001 1.004 1.001 1.004 1.001 1.025 1.031 1.004 1.001 1.004 1.001 1.004 1.001 1.004 1.001 1.025 1.031 1.004 1.001 1.004 1.001 1.004 1.001 1.004 1.001 1.025 1.031 RISA -3D Version 8.0.3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 360 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 42726 50 42730 42731 51 42735 42736 52 42740 42741 53 42745 42746 54 42750 42751 55 42755 42756 56 42760 42761 57 42765 42766 58 42770 42771 59 42775 42776 60 42780 42781 61 42785 42786 62 42790 42791 63 42795 42796 64 42800 42801 65 42805 42806 42810 42811 67 42815 42816 68 42820 42821 69 42825 42826 70 42830 428311 71 428351 428361 72 42840 42841 1 42845 42846 2 42850 42851 3 42855 42856 4 42860 42861 5 42865 66 Member Label M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M120 M121 M121 M121 M12.1 M121 Sec Axialfkl 1 .102 5 .102 1 .102 5 .102 1 .102 5 .102 1 .102 5 .102 1 .102 5 .102 1 .102 5 .102 1 .102. 5 .102 1 .102 5 .102 1 .102 5 .102 1 .102 5 .102 1 .102 5 .102 1 .669 5 .669 1 1.819 5 1.819 1 .872 5 .872 1 1.616 5 1.616 1 .052 5 .052 1 .052 5 .052 1 .052 5 .052 1 .052 5 .052 1 .719 5 .719 1 1.77 5 1.77 1 .823 5 .823 1 1.666 5 1.666 1 0 5 0 1 .06 5 .06 1 .036 5 .036 1 .06 5 .06 1 .06 5 .06 v Shearfkl 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 15.291 15.293 19.441 19.443 15.254 15.331 11.141 11.143 15.329 15.255 11.469 11.469 11.469 11.469 11.469 11.469 11.469 -11.469 15.619 15.619 11.432 11.507 7.319 7.319 11.507 11.431 0 0 12.745 12.742 12.747 12.74 12.745 12.742 12.745 12.742 z Shearfkl .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .9 .9 .004 .004 .903 .903 0 0 0 0 0 0 0 0 .002 .002 .901 .901 .004 .004 .903 .903 0 0 0 0 .013 .013 0 0 0 0 Torauefk ftl y v Momentfk...z z Momentfk... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .007 .007 0 0 .008 .008 0 0 0 0 0 0 0 0 0 0 .007 .007 0 0 .007 .007 0 0 0 0 .003 .003 0 0 0 0 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .005 .016 .003 .014 -4.059 4.198 .007 .046 4.049 -4.23 .003 .011 .003 .011 .003 .011 .003 .011 .001 .019 -4.057 4.203 .005 .041 4.051 -4.225 0 0 .01 .007 .031 .085 .01 .007 .01 .007 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 1.025 1.031 2.172 2.179 .848 1.201 .123 .117 1.201 .862 .753 .751 .753 .751 .753 .751 .753 .751 1.9 1.899 .576 .92 -.395 .398 .929 .581 0 0 1.181 1.166 1.354 1.322 1.181 1.166 1.181 1.166 RISA -3D Version 8 0 3 [T X. X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 361- t 1 t t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 42866 42870 42871 42875 42876 42880 42881 42885 42886 42890 42891 42895 42896 42900 42901 42905 42906 42910 42911 42915 42916 42920 42921 42925 42926 42930 42931 42935 42936 42940 42941 42945 42946 42950 42951 42955 42956 42960 42961 42965 42966 42970 42971 42975 42976 42980 42981 42985 42986 42990 42991 42995 42996 43000 43001 43005 LC 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Label M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialr� .06 .06 .012 .012 .012 .012 .012 .012 .339 .339 2.753 2.753 .22 .22 2.634 2.634 .197 .197 2.008 2.008 -.222 .222 2 2.032 .197 .197 2.008 2.008 .22.2 .222 2.032_ 2.032 .197 .197 2.008 2.008 .222 .222 2.032 2.032 .315 .315 2.729 2.729 .244 .244 2.657 2.657 .083 .083 .082 .082 .082 .082 .082 .082 v Shearrkl z Shearfkl 12.745 I 0 12.742 I 0 12.746 I .009 12.74 .009 12.746 .009 12.74 .009 12 746 .009 12.74 .009 9.84 .004 -9.837 .004 12.725 -.214 12.762 .214 15.65 .004 15.647 .004 12.765 .213 12.721 .213 10.568 .012 10.562 .012 12.731 .151 12.756 _151 14.925 .006 14.919 .006 12.762 .17 12.725 .17 10.568 .012 10.562 .012 12.731 .151 12.756 .151 14.925 .006 14.919 .006 12.762 .17 12.725 .17 10.568 .012 10.562 .012 12.731 .151 12.756 .151 14.925 .006 14.919 .006 12.762 .17 12.725 .17 4.742 .004 -4.74 .004 7.627 .214 7.665 .214 10.552 .004 10.55 .004 7.667 .211 7.625 .214 17.843 0 17.838 0 15.297 .02 15.287 .02 15.297 .02 15.287 .02 15.297 .02 15.287 .02 Torauefk -ftl 0 0 .002 .002 -.002 .002 .002 .002 0 0 .001 .001 0 0 003 .003 .002 .002 0 0 .002 .002 .004 -.004 -.002 .002 0 0 .002 .002 .004 .004 .002 .002 0 0 .002 .002 .004 .004 0 0 .002 .002 0 0 .003 .003 .001 .001 .004 .004 -.004 .004 .004 .004 v v MomentF.z z Momentf .01 .007 .021 .066 .021 .066 .021 .066 .005 038 .799 1.165 .016 .024 .778 1.179 .025 .089 .571 .813 .017 .042 .612 .945 .025 .089 571 .813 .017 .042 .612 .945 .025 .089 .571 .813 .017 .042 .612 .945 0 .035 .795 1.168 .012 -.027 .782 1.176 .015 .01 .054 .133 .054 .133 .054 .133 1.181 1.166 1.311 1.283 1.311 1.283 1.311 1.283 894 .879 1.08 1.251 1.469 1.452 1.283 1.08 1.096 1.067 1.235 1.346 1.526 1.498 1.387 1.219 1.096 1.067 1.235 1.346 1.526 1.498 1.387 1.219 1.096 1.067 1.235 1.346 1.526 1.498 1.387 1.219 .422 .413 .607 .784 .996 .986 .81 .614 1.654 1 632 1.694 1.648 1.694 1.648 1.694 1.648 RISA -30 Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 362 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 430061 34 430101 430111 35 430151 43016 36 43020 43021 37 43025 43026 38 43030 43031 39 43035 43036 40 43040 43041 41 43045 43046 42 43050 43051 43 43055 43056 44 43060 43061 45 43065 43066 46 43070 43071 47 43075 43076 48 43080 43081 49 43085 43086 50 43090 43091 51 43095 43096 52 43100 43101 53 43105 43106 54 43110 43111 55 43115 43116 56 43120 43121 57 43125 43126 58 43130 43131 59 43135 43136 60 43140 43141 61 43145 Member Label M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 Axialfkl .024 .024 .072 .072 .072 .072 .072 .072 .072 .072 .024 .024 .072 .072 .072 .072 .072 .072 .072 .072 .024 .024 .072 .072 .072 .072 .072 .072 .072 .072 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .423 .423 v Shearfkl 15.295 15.289 15.294 15.29 15.294 15.29 15.294 15.29 15.294 15.29 15.295 15.289 15.294 15.29 15.294 15.29 15.294 15.29 15.294 15.29 15.295 15.289 15.294 15.29 15.294 15.29 15.294 15.29 15.294 15.29 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15.289 15.295 15 -289 15.295 15.289 15.295 15.289 11.145 11.139 z Shearfkl .006 .006 0 0 0 0 0 0 0 0 .006 .006 0 0 0 0 0 0 0 0 .006 .006 0 0 0 0 0 0 0 0 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .006 .012 .012 Torauefk ftl v v Momentfk...z z Momentfk... -.002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 .002 -.002 .002 .002 .002 .002 .002 .002 .002 002 .002 .002 .002 .002 .002 .002 .008 .048 .012 .009 .012 .009 .012 .009 .012 .009 .008 .048 .012 .009 .012 .009 .012 .009 .012 .009 .008 .048 .012 .009 .012 .009 .012 .009 .012 .009 .008 .048 .008 .048 .008 .048 .008 .048 .008 .048 .008 .048 .008 .048 .008 .048 .008 .048 -.008 048 .008 .048 .008 .048 .016 .092 1.504 1.477 1.418 1.399 1.418 1.399 1.418 1.399 1.418 1.399 1.504 1.477 1.418 1.399 1.418 1.399 1.418 1.399 1.418 1.399 1.504 1.477 1.418 1.399 1.418 1.399 1.418 1.399 1.418 1.399 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.504 1.477 1.094 1.067 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 363 1 i 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 43146 43150 43151 43155 43156 43160 43161 43165 43166 43170 43171 43175 43176 143180 143181 143185 143186 43190 43191 43195 43196 43200 43201 43205 43206 43210 43211 43215 43216 43220 43221 43225 43226 43230 43231 43235 43236 43240 43241 43245 43246 43250 43251 43255 43256 43260 43261 43265 43266 43270 43271 43275 43276 43280 43281 43285 LC Member Label 62 I M121 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121 M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shear(kl z Sheartkl_ 3.871 3.871 .376 .376 3.824 -3.824 .054 .054 .054 .054 .054 .054 .054 .054 .453 .453 3.901 3.901 .346_ .346 -3.794 3.794 0 0 .011 .011 .311 .311 .011 .011 .011 .011 .011 .011 .236 .236 .236 .236 .236 .236 .088 .088 .863 .863 .066 -.066 .841 .841 .293 .293 .875 .875 .178 .178 .403 -.403 15.266 15.318 19.445 19.439 15.324 15.26 11.471 11.467 11.471 11.467 11.471 11.467 11.471 11.467 7.321 7.318 11.442 11.497 15.621 15.617 11.5 11.438 0 0 .612 _511 12.033 11.876 .612 .531 .612 .531 .612 .531 9.178 9.04 9.178 9.04 9.178 9.04 .521 .44 .6 .519 .702 .621 .623 .542 9.11 8.972 9.169 9.031 9.245 9.108 9.186 9.048 .299 .299 0 0 312 312 0 0 0 0 0 0 0 0 .005 005 .306 306 .006 .006 .305 .305 0 0 .015 .015 -.002 .002 .015 .015 .015 .015 .015 .015 .002 .002 .002 .002 .002 .002 .193 .193 .115 .115 .223 .223 .086 .086 -.154 .154 .077 .077 .158 .158 .073 -.073 Torauefk f8 v v Momentfk...z z Momentfk... .001 1. 118 1.359 .001 1.627 1.598 .002 0 1.914 .002 .003 1.886 .005 1.135 1.649 _009i 1.722 1.355 0 .009 1.063 0 .007 1.049 0 .009 1.063 0 .007 1.049 0 .009 1.063 0 .007 1.049 0 .009 1.063 0 007 1.049 0 .001 .653 0 .051 .639 .002 1.136 .918 .002 1.668 1.17 0 .017 1.473 0 .038 1.459 .004 1.117 1.208 .004 1.681 .928 0 0 0 0 0 0 .164 -.014 .755 .164 .005 .017 .017 .006 21.731 .017 .009 6.219 .164 .014 .755 .164 .005 .017 .164 .014 .755 .164 .005 .017 .164 .014 .755 .164 _005 .017 .028 .008 16.487 .028 .005 4.668 .028 .008 16.487 .028 .005 4.668 .028 .008 16.487 .028 .005 4.668 .621 .499 .685 .621 .75 .065 .226 306 .823 .776_ .456 .099 .95 .471 .825 -.95 .76 .031 .103 .334 .688. .103 .446 .066 .561 .372 16.435 561 .572 4.705 .074 .232 16.538 .074 .333 4.73 .618 .356 16.54 -.618 .561 4.632 .018 .248 16.437 .018 .344 4.607 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 364 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) 432861 1432901 43291 43295 43296 43300 43301 43305 43306 43310 43311 43315 43316 43320 43321 43325 43326 43330 43331 43335 43336 43340 43341 43345 43346 43350 43351 43355 43356 43360 43361 43365 43366 43370 43371 43375 43376 43380 43381 43385 43386 43390 43391 43395 43396 43400 43401 43405 43406 43410 43411 43415 43416 43420 43421 43425 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Member Label M121A M121A M121A M121A M121A M121A. M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A Sec Axialfkl 1 .293 5 .293 1 .875 5 .875 1 .178 5 .178 1 .403 5 .403 1 .293 5 .293 1 .875 5 .875 1 .178 5 .178 1 .403 5 .403 1 .083 5 .083 1 .859 5 .859 1 .07 5 .07 1 .846 5 .846 1 .015 5 .015 1 .493 5 .493 1 .493 5 .493 1 .493 5 .493 1 .163 5 .163 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .163 5 .163 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .1.63 5 .163 1 .013 5 .013 v Shearfkl 9.11 8.972 9.169 9.031 9.245 9.108 9.186 9.048 9.11 8.972 9.169 9.031 9.245 9.108 9.186 9.048 .276 .228 .356 .307 .458 .409 .378 .33 .856 .743 19.008 18.79 19.008 18.79 19.008 18.79 6.445 6.309 .734 .637 .734 .637 .734 .637 .734 .637 6.445 6.309 .734 .637 .734 .637 .734 .637. .734 .637 6.445 6.309 .734 .637 z Shearrkl .154 .154 .077 .077 .158 .158 .073 .073 .154 .154 .077 .077 .158 .158 .073 .073 -.199 .199 .109 .109 .217 .217 .092 .092 .021 .021 .009 .009 .009 .009 .009 .009 .009 .009 .018 .018 .018 .018 .018 .018 .018 .018 .009 .009 .018 .018 .018 .018 .018 .018 .018 .018 .009 .009 .018 .018 Torauerk ftl v v Momentrk...z z Momentfk... .561 .372 I 16.435 .561 .572 4.705 .074 .232 16.538 .074 .333 4.73 .618 .356 16.54 .618 .561 4.632 .018 .248 16.437 .018 .344 4.607 .561 .372 16.435 .561 .572 4.705 .074 .232 16.538 .074 .333 4.73 .618 .356 16.54 .618 .561 4.632 .018 .248 16.437 .018 .344 4.607 .687 .493 .383 .687 .752 .058 .16 .312 .521 .16 .454 .092 .885 .476 .523 .885 .758 .038 .038 .328 .385 .038 .448 .072 .23 .02 1.057 .23 .007 .023 .093 .004 34.468 .093 .016 9.944 .093 .004 34.468 .093 I .016 9.944 .093 .004 34.468 .093 I .016 9.944 .107 .013 11.394 .107 I 0 3.121 .197 .017 .906 .197 .006 .02 .197 .017 .906 .197 .006 .02 .197 .017 .906 .197 .006 .02 .197 .017 .906 .197 .006 .02 .107 .013 11.394 .107 0 3.121 .197 .017 .906 .197 .006 .02 .197 .017 .906 .197 .006 .02 .197 .017 .906 .197 .006 :02 .197 .017 .906 .197 .006 .02 .107 .013 11.394 .107 0 3.121 .197 -.017 .906 .197 .006 .02 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 365 t 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member Section Forces (Continued) LC 43426 46 43430 43431 47 43435 43436 48 43440 43441 49 43445 43446 50 43450 43451 51 43455 43456 52 43460 43461 53 43465 43466 54 43470 43471 55 43475 43476 56 43480 43481 57 43485 43486 58 43490 43491 59 43495 43496 60 43500 43501 61 43505 43506 62 43510 43511 63 43515 43516 64 43520 43521 65 43525 43526 66 43530 43531 67 43535 43536 68 43540 43541 69 43545 43546 70 43550 43551 71 435551 435561 72 435601 Member Label M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A M121A Sec Axialfkl 1 .013 5 .013 1 .013 5 .013 1 .013 5 .013 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .163 5 .163 1 .272 5 .272 1 1.38 5 1.38 1 .054 5 .054 1 1.054 5 1.054 1 .01 5 .01 1 .01 5 .01 1 .01 5 .01 1 .01 5 .01 1 .119 5 .119 1 1.227 5 1.227 1 .099 5 .099 1 1.207 5 1.207 v Shearrkl .734 .637 .734 .637 .734 .637 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.445 6.309 6.315 6.18 6.428 6.293 6.574 6.439 6.461 6.326 .55 .477 .55 .477 .55 .477 .55 .477 .421 .348 .534 .461 .68 .607 .567 .494 1 z Shearrkl .018 .018 .018 .018 .018 .018 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .288 .288 .153 .153 .306 .306 .135 .135 .013 .013 .013 .013 .013 .013 .013 .013 .284 .284 .157 .157 .31 .31 .131 -.131 Torauefk -ftl v -v Momentfk...z -z Momentfk... .197 .197 .197 .197 .197 .197 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 .107 1.016 1.016 .194 .194 1.229 1.229 .019 .019 .148 .148 .148 .148 .148 .148 .148 .148 .975 .975 -.235 .235 1.271 1.271 .061 .061 .017 .006 .017 .006 .017 .006 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .013 0 .705 1.08 .444 .643 .68 1.078 -.47 -.645 .013 .005 -.013 005 .013 .005 .013 .005 .705 1.074 .445 .649 .68 1.083 -.47 -.639 .906 .02 .906 .02 .906 .02 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.394 3.121 11.295 3.19 11.491 3.239 11.494 3.052 11.298 3.003 .68 .015 .68 .015 .68 .015 .68 .015 .58 .084 .776 .133 .779 .054 .583 .103 RISA -3D Version 8:0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 366 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Hot Rolled Steel Desian Parameters Label Shaoe Lengt... 1 M2 HSS8X8. g 2 M2A HSS8X8. g 3 M3 HSS8X8. 9 4 M4 HSS8X8. g 5 M5 HSS8X8. g 6 M6 W14X53 4.25 7 M7 W14X53 8.5 8 M8 W14X53 8.5 9 M9 W14X53 4.25 10 M10 W14X53 4.25 11 M11 W14X53 4.25 12 M12 HSS6X4 9.953 13 M13 HSS6X4 9.953 14 M14 HSS6X4 9.953 15 M15 HSS6X4 9.953 16 M16 HSS8X8. g 17 M18 HSS8X8. g 18 M19 HSS8X8. 9 19 M20 HSS8X8. g 20 M21 W14X53 4.25 21 M22 W14X53 8.5 22 M23 W14X53 4.25 23 M24 W14X53 4.25 24 M25 W14X53 4.25 25 M26 W14X53 4.25 26 M29 HSS6X4.9.953 27 M30 HSS6X4 9.953 28 M29A W14X53 4.25 29 M30A HSS6X4 9.953 30 M31 HSS6X4.9.953 31 M32 W16X77 8.5 32 M33 W16X77 4.25 33 M34 W16X77 2.79 34 M35 W16X77 4.25 35 M36 W16X77 4.25 36 M37 W16X77 8.5 37 M38 W16X77 8.5 38 M39 W16X77 2.79 39 M40 W16X77 4.25 40 M41 W8X31 9 41 M42 W8X31 9 42 M43 W8X31 9 43 M44 W8X31 9 44 M45 W8X31 9 45 M46 W8X31 9 46 M47 HSS6X6. g 47 M48 HSS6X6. g 48 M49 HSS6X6. g 49 M50 HSS6X6. g 50 M51 HSS6X6.. g 51 M52 W14X30 4.25 52 M53 W14X30 8.5 53 M54 W14X30 4.25 54 M55 W14X30 4.25 55 M56 W14X30 4.25 L b vv fft]_ Lbzzfftl Lcomo to... Lcomo bot[ftl Kyy Kzz Cm -w Cm -zz Cb v swavz sway Function Latera I atara 1 Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera I atera I atera Latera I atera Latera Latera Laters Latera Latera Latera Iatera I atera I cetera I atera Iatera I atera Latera Latera I atera Latera Latera Latera Latera Latera Latera RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 367 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Hot Rolled Steel Desian Parameters (Continued) 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 Label M57 M58 M59 M60 M61 M62 M63 M64 M65 M66 M67 M68 M69 M70 M71 M72 M73 M74 M75 M76 M77 M78 M79 M80 M81 M82 M83 M84 M85 M86 M87 M88 M89 M90 M92 M93 M94 M95 M96 M97 M98 M99 M100 M101 M102 M103 M104 M105 M106 M107 M108 M109 M110 M111 M112 M113 Shane W14X30 HSS6X4 HSS6X4 W14X30 HSS6X4 HSS6X4 HSS6X6. HSS6X6. HSS6X6.. HSS6X6. HSS6X6. W14X30 W14X30 W14X30 W14X30 W14X30 W14X30 HSS6X4 HSS6X4 HSS6X4 HSS6X4 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 W14X53 HSS6X4 HSS6X4 HSS6X4 HSS6X4 HSS6X4 HSS6X4 HSS6X4 HSS6X4 HSS6X4 Lencit... Lbvvfftl 4 25 9.953 9.953 4.25 9.953 9.951 9 9 9 9 9 4.25 8.5 8.5 4.25 4.25 4.25 9.953 9_951 9.953 9.953 4 11.8 5.5 9.1 1.3 1.33 11.2 5.4 1.3 1.33 5.5 9.1 1.3 1.33 11.2 5.4 1.3 9.17 1.33 5.5 3.8 5.7 3.7 5.7 3.7 5.7 9.8!19 9.769 10.496 9.731 10.548 10.653 10.496 9.731 10.548 LbzzF E Lcomo to. Lcomo bot K Kzz Cm -vv Cm -zz I Cb y swavz sway Function Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera I atara Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera I atPra Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera Latera RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 368 Company Green Creek Wood Products Designer JFB Job Number 10860 112 113 114 115 116 117 118 119 120 121 Label Shaoe Lenat... LbyYLftL M114 IHSS6X4 10.653 M115 HSS6X4 10.548 M116 HSS6X4 10.653 M116A W16X77 1.46 M117 W16X77 1.46 M118 W14X53 9.17 M119 W14X53 9.17 M120 W14X53 9.17 M121 W14X53, 9.17 M121A W14X53 1.3 LC Member 1 1 M2 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 141 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31, 32 32 33 33 34 134 35 35 36 36 37 37 38 138 39 139 40 40 41 41 Shane HSS8X. Barker Support Hot Rolled Steel Design Parameters (Continued) Lbzzfftl Lcomo to... botfftl Member AISC ASD Steel Code Checks (By Item) Kw Kzz Cm -vv Cm -zz UC Max LocfftlShea...Locfftl... Fafksil .000 0 .000 0 z 124.582 .005 0 .000 0 v 124.582 .116 9 .004 0 z 124.582 .005 0 .000 0 v124.582 .005 0 .000 0 v 24.582 .005 0 .000 0 v124.582 .088 9 .003 0 z124.582 .088 9 .003 0 z124.582 .088 9 .003 0 z124.582 .018 9 .001 0 v124.582 .005 9 .000 0 z24.582 .020 9 .001 0 v24.582 .006 9 .000 0 z124.582 .099 9 .003 0 z124.582 .086 9 .003 0 z 124.582 .089 9 .003 0 z124.582 .089 9 .003 0 224.582 .099 9 .003 0 z 4.582 .086 9 .003 0 z 4.582 089 9 .003 0 z 4.582 .089 9 .003 0 z124.582 .099 9 .003 0 z124.582 .086 9 .003 0 z124.582 .089 9 .003 0 z 4.582 .089 9 .003 0 z 4.582 .017 9 .001 0 v124.582 .005 9 .000 0 z24.582 .019 9 .001 0 v 24.582 .005 9 .000 0 z24.582 .007 0 .000 0 v24.582 .184 9 .006 0 z124.582 .184 9 .006 0 z124.582 .184 9 .006 0 z 24.582 .060 9 .002 0 z24.582 .006 0 .000 0 v124.582 .006 0 .000 0 v124.582 .006 0 .000 0 v124.582 .006 0 .000 0 v124.582 .060 9 .002 0 z 24.582 .006 0 .000 0 v124.582 .006 0 .000 0 v24.582 Checked By Cb v swavz sway Function Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral I Lateral Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean 27.6 130.36130.3611 751 .6 I .6 I H 1 1 1 27.6 130.36130.3611.991.7491.5141H 27.6 130.36130.3611 7.1.5591.6091 H 1 27.6 130.36130.3611.991.7491.5141H 1 -2 27.6 130.36 30.3611.991.7491.5141H1-2 27.6 130.36 30.3611.991.7491.5141H1-2 1 27.6 130.36130.361 1 27.6 130.36130.3611.6..1.5611.621M-21 1 -21 27.6 130.36130.361 1.5611.62I H 1 27.6 130.36130.3611 7.1.7311.5841 .1.7311.5841m-2 27.6 130.36130.3611.3 .1.4461.7551 H1 -2 27.6 130.36130.3611.8..1.7611.5541H1-2 27.6 130.36130.3612.31.6911.4091H1-2 27.6 130.36130.3611 7.1.561.5851H1-2 27.6 130.36130.3611 7 1.561.6074-1i-2 27.6 130.36130.3611.9.4.5621.5221H1-2 27.6 130.36130.361 11 -2 27.6 130.36130.3611 7.1.561.5851 H 1 -2 27.6 130.36130.3611 7.1.561.6071 4.561.6071w-2 27.6 130.36130.361 .1.5621.5221H 1 27.6 130.36130.3611.6..1.5621.634111 27.6 130.36130.3611 7.L561.5851111-2 27.6 130.36130.361 7.1.561.6071141-2 27.6 130.36130.3611.9 .1.5621.5221H 1 -2 27.6 130.36130.3611.6..1.5621.6341H1-2 27.6 130.36130.3611.8-1.7151.5781H1-2 27.6 130.36130.3611.2..1.5041.8561H1 27.6 130.36130.3611.8..1.7671.561H1 27.6 130.36130.3612.31.651.3671H1 27.6 130.36130.3611.991.7491.5141H1 27.6 130.36130.3611 7 45571.6011 H 1 -2 27.6 130.36130.3611 7.1.5571.6011H1 27.6 130.36130.3611 7.1.5571.6°11111-2 27.6 130.36130.3611.6.4.5681.6561H1-2 27.6 130.36130.3611.991.7491.5141 H 1 -2 27.6 130.36130.3611.991.7491.5141H1-2 27.6 130.36130.3611.991.7491.5141H1-2 27.6 130.36130.3611.991.7491.5141H1-2 27.6 130.36130.3611.6..1.5681.6561H1-2 27.6 130.36130.3611.991.7491.5141111-2 27.6 130.36130.3611.991.7491.5141H1-2 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 369 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 LC Member Shaoe 421 I 43 I 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M2A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 HSS8X.. UC Max Loc[ft)Shea...Locfftl... Fafksi Ftfksil Fbvfk...Fbz[k... Cb CCmz Ean .006 1.000 0 Iv124. 582127. 6 my 30 .36130.3611.991.7491.5141H1 2 .006 0 I .000 0 v124.582 27. 6130 .36130.3611.991.7491.5141H1 2 .060 9 .002 0 z124.582 27. 6 130 .36130.3611.6..1.568.6561H1 -2 .006 0 .000 0 v124.582 27. 6130 .36130.3611.991.749 -2 .006 0 .000 0 v124.582 27. 6 130 .36130.3611.991.7491.5141H1 -2 _006 0 .000 0 v124.582 27.6 130.36130.3611.991.7491.5141H1-2 .006 0 .000 0 v124.582 27.6 130.36130.3611.991.7491.5141H1 .060 9 .002 0 z124.582 27. 6130 .36130.3611.6..1.5681.6561H1 -2 .060 9 .002 0 z124.582 27.6 130.36130.3611.6..1.5681.65611 .060 9 .002 0 z124.582 27.6 130.36130.3611.6..4.5681.6561H1 .060 9 .002 0 z124.582 27.6 130.36130.3611.6..1.5681.6561H1-2 .060 9 .002 0 z 24.582 27.6 130.36130.3611 .6..1.5681.6561 H1 -2 060 9 .002 0 z24.582 27 6 130 .36130.3611.6..1.5681.6561H1 -2 .060 9 .002 0 z 24.582 27.6 130. 36130.3611 .6..1.5681.6561 H1 -2 .060 9 .002 0 z124.582 27.6 130.36130.36 1.6..1.5681.6561H 1 -2 .060 9 .002 0 z24.582 27.6 130.36130.36 1.6..1.5681.6561 H1-2 .060 9 .002 0 z24.582 27.6 130 .36130.3611.6..1.5681.6561H1 -2 .060 9 .002 0 z124.582 ?7.6 130.36130.3611.6..1.5681.6561H1-2 .060 9 .002 0 z124.582 27,6 130.36130.3611.6..1.5681.6561H1-2 .081 9 .002 0 v24.582 27.6 130 .36130.3611.81.565I.5811H1 2 .057 9 .002 0 z24.582 27.. 6130.36130.3611 7.1.5661.6171H1 -2 .076 9 .002 '0 7124.582 27.6 130 .36130.3611.8..1.5721.5521H1 -2 .063 9 .002 0 z124.582 27.6 130.36130.3611 4 .1.571.7051 H 1 .005 0 .000 0 v24.582 27.6 130.36130.3611.991.7491.5101-2 .005 0 .000 0 v24.582 27.6 130.36130.3611.991.7491.514 H1 -2 .005 0 .000 0 v24.582 27.6 130.36130.3611.991.7491.514 H1 2 .005 0 .000 0 v24.582 27.6 130 .36130.3611.991.7491.5141H1 -2 .024 9 .002 0 V124.582 27.6 130.36130.3611.8..1.7171.5791111-2 .007 9 .000 0 z24.582 27.6 130.36130.3611 1 .1 .5 I.8991H1 .027 9 .002 0 v24.582 27.6 130 .36130.3611.861.7671.5591H1 -2 .007 9 .000 0 z124.582 27.6 130.36130,3612.31.6531.3711H1-2 .000 0 .000 0 z24.582 27.6 130.36130.3611 751 .6 I .6 IH1 1 .016 9 .000 0 v124.582 27.6 130 .36130.3611.6..1.5831.6331H1 -2 .066 9 .002 0 z124.582 27.6 130 36130.3611 75.5781 .6 1H1-2 .016 9 .000 0 v24.582 27.6 130 .36130.3611.6...5831.633IH1 -2 .016 9 .000 0 v124.582 27.6 130.36130.3611.6..1.5831.6331 H1-2 .016 9 .000 0 v124.582 27.6 130.36130.3611.6..1.583 .6331H 1 -2 054 9 .002 0 z 4.582 27.6 130.36130.3611 7.1.578.6061111 .054 9 .002 0 z 4.582 27.6 130.36130.3611 7..5781.6061H1 -2 .054 9 .002 0 z124.582 27.6 130.36130.3611 7.1.5781.6061H1 .028 9 .002 0 v+24.582 27.6 130 .36130.3611.8..1.5791.561H1 -2 .041 9 .003 0 z 24.582 27.6 130.36130.3611.5 .1.5891.6731H 1 -2 M34 9 .002 0 v24.582 27.6 130.36130.3611 7 .1.5721.5881H1 -2 .046 9 .003 0 z24.582 27.6 130.36130.3611 7 .1.591.6151H1 -2 .058 9 .002 0 z124.582 27.6 130.36130.3611.84.5781.5561H1-2 .073 9 .004 0 z124.582 27.6 130.36130.3611 7.1.5841.6161H1 .065 9 .001 0 v124.582 27:6 130.36130.3611 71.5781.5861H1-2 .038 9 .001 0 v24.582 27.6 130.36130.3611 7.x.7581 .6 IH1 1 .058 9 .002 0 z124.582 27.6 130.36130.3611.8..4.5781.5561H1-2 .073 9 .004 0 z124.582 27.6 130.36130.3611 7.1.5841.6161 H 1 -2 .065 9 .001 0 v24.582 27.6 130.36130.3611 7.1.5781.5861H1 2 .038 9 .001 0 v 124.582 27.6 30.36130.3611 7 4.7581 .6 I H 1 1 .058 19 .002 0 z 424.5821 27.6 30.36130.3611.8..1.5781.5561 H 1 -2 .073 19 .004 0 1z124.5821 27.6 130.36130.3611 7.1.5841.6161H1 .065 1 9 .001 0 1 v 424.5821 27.6 130.36130.3611 7.1_5781.5861111-2 .038 19 .001 0 II/124.5821 27.6 130.36130.3611 7.4.7581 .6 I H 1 1 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 370 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member Shape 98 26 1 99 27 I, 100 28 I, 101 29 102 30 10331 104 32 105 33 106 34 107 35 108 36 109 37 110 38 111 39 112 40 113 41 114 42 115 43 116 44 117 45 118 46 119 47 120 48 121 49 122 50 123 51 124 52 125 53 126 54 127 55 128 56 129 57 130 58 131 59 132 60 133 61 134 62 135 63 136 641 137 651 138 66 139 67 140 68 141 69 142 70 143 71 144 72 145 1 M3 HSS8X. 1146 2 1147 3 1148 4 149 5 1501 6 151 1 7 1 152 1 8 1 11531 9 1 UC Max .025 .035 .030 .041 .022 .100 .100 .100 .044 .019 .019 .019 .019 .044 .019 .019 .019 .019 .044 .019 .019 .019 .019 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .044 .061' .080 .065 .063 .014 .014 .014 .014 .035 .050 .043 .060 .000 .048 .052 .048 .048 .048 .051 .051 .051 Locfft1Shea.. 9 9 9 9 9 9 9 .002 .003 .002 .003 .000 .004 .004 .004 .001 .000 .000 .000 .000 .001 .000 .000 .000 .000 .001 .000 .000 .000 .000 .001 .001 .001 .001 .001 001 .001 .001 .001 001 .001 .001 .003 .006 .003 .003 .000 .000 .000 .000 .002 .004 .003 .004 .000 .001 .001 .001 .001 .001 .001 .001 .001 Locfftl... Fafksil Ftfksi Fbvfk...Fbzfk... Cb CmvCmz Ean O I v 124.5821 27.6 130.36130.3611 .8.4.5781.5681H 1 -2 0 424.592 27.6 130.36130.3611 4 .1.5891.7491H1-2 O 04.582 27.6 130.36130.3611 7 4.5751.585 H1 -2 0 z 124.582 27.6 130.36130.3611 7 4.5891.608 H1-2 0 v124.582 27.6 30.36130.3611.6.1.58316331H 1 0 z 124.582 27.6 30.36130.3611 7 .1.5781.5931 H1 -2 0 z 124.582 27.6 130.36130.3611 7 1.5781.5931H1 0 z 124.582 27.6 130.36130.3611 7 .1.5781.5931H1-2 0 z124.582 27.6 130.36130.3611 7 .1.5791.6161H1 -2 0 v124.582 27.6 130.36130.3611.6.4.5831.6331H1-2 0 04.582 27.6 130.36130.3611.6.1.5831.6331H1-2 0 v124.582 27.6 130.36130.3611.6.4.5831.6331 H1 O 04.582 27.6 130.36130.3611.6.1.5831.6331H1 0 424.582 27.6 130.36130.3611 7 .1.5791.6161H1 O v124.592 27.6 130.36130.3611.6..1.5831.6331 H 1 -2 0 04.582 27.6 130.36130.3611.6-5831.6331H1-2 0 v124.582 27.6 130.36130.3611.6-5831.6331H1 0 04.582 27.6 130.36130.3611.6.4.5831.6331H1 2 0 z124.582 27.6 130.36130.3611 7 1.5791.6161H1 0 v124.582 27.6 130.36130.3611.6.1.5831.6331H1-2 0 v124.582 27.6 130.36130.3611.6.1.5831.6331H1-2 0 04.582 27.6 130 .36130.3611.6.4.5831.633IH 2 0 04.582 27.6 130.36130.3611.6.1.5831.6331H1 0 424.582 27.6 130.36130.3611 7 .1.5791.6161H1-2 O 424.582 27.6 130.36130.3611 7 1.5791.6161H1-2 0 z124.582 27.6 130.36130.3611 7 .1.5791.6161H1 0 424.582 27.6 130.36130.3611 7 .45791.6161M -2 0 424.582 27.6 130.36130.3611 7 .1.5791.6161H1 0 z124.582 27.6 130.36130_3611 7.1.5791.6161H1 0 z1 27.6 130.36130.3611 7 .1.5791.6161H1 2 O z 124.582 27.6 130.36130.361 7.15791.6161H1 -2 0 424.582 27.6 130.36130.361 7 1.5791.6161H1-2 O z124.582 27.6 130.36130 -3611 7 .1.5791.6161H1 -2 O 424.582 27.6 130.36130.3611 7 .1.5791.6161 H1-2 O 44.582 27.6 130.36130.3611 7 .45791.616 H1-2 O 424.582 27.6 130.36130.3611.8..1.578.566 H1 O z124.592 27.6 130.36130.3611.6.1.586 .6451H 1 -2 0 04.582 27.6 130.36130.3611 7 .1.5791.5851H1-2 O z124.582 27.6 130.36130.3611 7 .1.5951.6031H1 -2 O 04.582 27.6 130.36130.3611.6.1.5831.6331H1-2 0 v124.582 27.6 130.36130.3611.6.1.5831.6331H1-2 0 04.582 27.6 130.36130.3611.6.4.5831.6331 H 1 -2 0 v1 27.6 130.36130.3611.6.4.5831.633 H1 -2 0 04.582 27.6 130.36130.3611.8.4.5781.568 H1 -2 0 z 124.582 27.6 130.36130.3611 4 .1.5891.7341H1-2 0 04.582 27.6 130.36130.3611 791.5751.5851H1-2 0 z124.592 27.6 130.36130.3611 7 4.5891.6091H1 -2 0 z124.582 27.6 130.36130.3611 7 51 .6 I .6 I HI 1 0 z124.582 27.6 130.36130.3611 7 1.5831.5861H1 0 z124.582 27.6 130.36130.3611 7 4.6081.5871 H1 0 z124.582 27.6 130.36130.361 7 1.5831.5861H1-2 0 z 4.582 27.6 130.36130.361 7 .1.5831.5861H1-2 0 z 124.582 27.6 130.36130.3611 7 .1.5831.5861H1-2 0 424.582 582 27.6 130.36130.3611 7 1.5991.5871H1-2 0 424.582 27.6 130.36130.3611 7.1.5991.5871H1 -2 0 z 124.582 27.6 130.36130.3611 7 4.5991.5871H1-2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 371 Company Green Creek Wood Products Designer JFB Job Number 10860 Member AISC ASD Steel Code Checks (By Item) (Continued) 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 LC Member Shaoe 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 UC Max .057 .023 .066 .080 .057 036 _064 .075 .057 .036 .064 .075 .057 .036 .064 075 .040 .019 .047 .061 .067 .065 .065 .065 .059 .058 .058 .058 .058 .059 .058 .058 .058 .058 .059 .058 .058 .058 .058 .059 .059 .059 .059 .059 .059 .059 .059 .059 .059 .059 .059 .074 .040 .085 .105 .043 Barker Support Locrft]Shea..LocM!... Fafksi 9 001 0 I z 24.5821 9 .000 0 z124.582 9 .001 0 z124.582 9 .003 0 z124.582 9 .001 0 z 24.582 9 000 0 z 24.582 9 .001 0 z24.582 9 .002 0 z124.582 9 .001 0 z124.582 9 000 1 0 z124.582 9 .001 0 z124.582 9 .002 I 0 z 24.582 9 .001 I 0 z124.582 9 .000 1 0 z124.582 9 .001 0 z124.582 9 002 0 z24.582 9 .001 0 v124.582 9 .001 0 z124.582 9 .001 0 v24.582 9 .002 0 z 24.582 9 .002 0 z124.582 9 .001 0 z124.582 9 .001 1 0 z124.582 9 .001 0 z124.582 9 .001 0 z124.582 9 .002 0 z 24.582 9 .002 0 z124.582 9 .002 0 z124.582 9 .002 0 z124.582 9 .001 0 Iz 4.582 9 .002 0 I z 4.582 9 .002 0 Iz24.582 9 .002 0 1z124.582 9 .002 0 z124.582 9 .001 0 z24.582 9 .002 0 z124.582 9 .002 0 z 24.582 9 .002 0 z124.582 9 .002 0 z24.582 9 .001 0 z124.582 9 .001 0 z24.582 9 .001 0 z 24.582 9 :001 0 z24.582 9 .001 0 z 24.582 9 .001 0 z24.582 9 .001 0 z24.582 9 .001 0 z 24.582 9 .001 0 z24.582 9 .001 0 z124.582 9 .001 0 9 .001 0 9 .001 0 9 .001, 0 9 .002 0 9 .004 0 9 .001 1 0 Ftfksi] Fbvfk...Fbzrk... Cb CmvCmz Ean 27.6 130.36130.3611 7 .1.5841.5911H1-21 27.6 130.36130.3611 7.1.471.5961H1 1 1 27.6 130.36130.3611 7.1.5821.591H1 27.6 130.36130.3611 7.1.5731.5841 H 1 -2 27.6 130.36130.3611 7.1.6011.591 I H 1 -2 27.6 130.36130.361 7.1.4441.5951H1 1 27.6 130.36130.361 7.1.5981.591H1-2 27.6 130.36130.3611 7 58 .5851H1-2 27.6 130.36130.3611 7..601 .5911H1-2 27.6 130.36130.3611 7 .1.4441.5951H1 1 27.6 130.36130.3611 7.1.5981.591H1-2 27.6 30.36130.3611 7 4.581.5851111 27.6 30.36130.3611 7.1.6011.5911H1-2 27.6 130.36130.361 7 ..4441.595 H1 1 27.6 130.36130.361 7 ..5981.59 H1-2 27.6 130.36130.3611 7.1.581.5851H1-2 27.6 130.36130.3611 7.1.5851.5911H1-2 27.6 130.36130.3612.1 .1.5461.4681H1-2 27.6 130.36130.3611 7.1.5821.591 H 1 -2 27.6 130.36130.3611 7 .1.5711.5831H1-2 27.6 130.36130.3611 7.1.583 .5861H1-2 27.6 130.36130.3611 7 ..627.5881H1 1 27.6 130.36130.3611' 7.1.6271.5881H1 1 27.6 130.36130.3611 7.1.6271.5881H1 1 27.6 130.36130.3611 7.1.5911.5861H1-2 27.6 130.36130.3611 7.1.5831.5861 H1 -2 97.6 130.36130.3611 7 ..5831.5861H1-2 27.6 130.36 30.361 7 ..583.5861H1 27.6 130.3630.36 1 7 .1.583.5861H1-2 27.6 130.36130.3611 7...591 .5861H1-2 27.6 130.36130.3611 7 ..583.5861H1-2 27.6 130.36130.3611 7.1.583.5861H1-2 27.6 130.36130.3611 7.1.583.5861H1 27.6 30.36130.3611 7.1.583.5861H1-2 27.6 30.36130.3611 7.1.591 .5861H1-2 27.6 130.36130.3611 7.1.583.5861 H 1 -2 97.6 130.36130.3611 7 .1.583.5861H1-2 27.6 130.36130.3611 7.1.583.5861 .1.583.5860-2 27.6 30.36130.3611 7 4.583 .5861H 1 -2 27.6 30.36130.3611 7 .1.591 .5861H1 27.6 130.36130.3611 7.1.5911.5861H1-2 27.6 130.36130.3611 7.1.5911.5861 H 1 -2 27.6 130.36130.3611 74.5911.5861H1-2 27.6 130.36130.3611 7.1.5911.5861 H 1 -2 27.6 130.36130.3611 7 4.5911.5861H1-2 27.6 130.36130.3611 7 .591 .5861H1 27.6 130.36130.3611 7.1.591.5861 H 1 -2 27.6 130.36130.3611 7.1.5911.5861H1-2 27.6 130.36130.3611 7 .1.5911.5861H1 2 z124.582 27.6 130.36130.3611 7 z124.582 27.6 130.36130.3611 7 v124.582 27.6 130.36130.3611 7 z124.5821 27.6 130.36130.3611.7 04.582i 130.36130.3611 7 z 24.582 1 27.6 130.36130.3611 7 z124.5821 27.6 130.36130.3611 7 Checked By' 1.5911.5861H1-2 1.5911.5861H1-2 1.5931.5911 H 1 -2 1.5281.6121H1-2 1.5891.59 H1 -2 1.5741.584 H1 -2 1.5831.5861H1-2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 372 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC 210 166 211 67 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Shane M4 HSS8X.. UC Max LocfftiShea...Locfft Fafksil Ftfksi Fib �k...Fbzfk... Cb CmvCmz Ean .043 9 .001 0 i z124.582 27.6 130.36130.3611 7 .1583 .5861H 1 -21 .043 9 .001 1 0 1 z124.582 27.6 130.36130.3611 71.5831.5861H1-2 1 .043 9 .001 1 0 1 z124.582 27.6 130.36130.3611 71.5831.586 H1-21 .058 9 .001 0 Iv124.582 27.6 130.36130.3611 71.5851.591 H1-21 .027 9 .001 0 I z 124.582 27.6 130.36130.3611.8..4.5441.5521 H1 -2 1 .069 9 .002 0 Iv 124.582 27.6 130.36130.3611 7.1.5821.591H1 -21 .089 9 .004 0 z124.582 27.6 130.36130.3611 7.1.5711.5831H1 -21 .000 0 .000 0 z 124.582 27.6 130.36130.3611 751 .6 1 .6 1 H 1 1 1 .046 9 .002 0 z124.582 27.6 130.36130.3611.5.1.5871.6611H1-2 .053 9 .001 0 v124.582 27.6130.36130.3611.64.4781.6381H11 .046 9 .002 0 z 124.582 27.6 130.36130.3611.5.1.5871.6611H1-2 .046 9 .002 0 z124.582 27.6 130.36130.3611.5.1.5871.6611H1-2 .046 9 .002 0 z124.582 27.6 130.36130.36 1.5.1.5871.6611 H1 -2 .049 9 .000 0 z124.582 27.6 130.36130.361.6..1.6141642 H1 1 .049 9 .000 0 z124.582 27.6 130.36130.3611.6..4.6141.642 H1 1 .049 9 .000 0 z124.582 27.6 130.36130.3611.6..1.6141.6421H1 1 .065 9 .002 0 z124.582 27.6 130.36130.3611 7.1.5851.5921H1 .036 9 .002 0 z124.582 27.6 130.36130.3611.54.5911.6871H1-2 .051 9 .002 0 z124.582 27.6 130.36130.3611.84.591.55 H1 -2 .100 9 .006 0 z124.582 27.6 130.36130.3611.6..1.5881.6491H .061 9 .001 0 v124.582 27.6 130.36130.3611 71.59815941H1-2 .064 9 .003 0 z24.582 27.6 130 .36130.3611.6..1.5851.651E 2 .048 9 .001 0 04.582 27.6 130.36130.3611.9.16721.5371H1 1 .087 9 .003 0 z124.582 27.6 130.36130.3611 6..4.5921.6381H1 -2 .061 9 .001 0 04.582 27.6 130.36130.3611 71.5981.5941H1-2 .064 9 .003 0 z124.582 27.6 130.36130.3611 64.5851.651H1 -2 .048 9 .001 0 04.582 27.6 130.36130.3611.9.1.6721.5371H11 .087 9 .003 0 z124.582 27.6 130.36130.3611 6.1.5921.6381H1 -2 .061 9 .001 0 v24.582 27.6 130.36130.3611 7 .1.598.5941H1-2 .064 9 .003 0 z124.582 27.6 130.36130.3611 6..4.585.651H1 -2 .048 9 .001 0 04.582 27.6130.36130.3611.9 .1.6721.5371 H1 1 .087 9 .003 0 z124.582 27.6 130 .36130.3611.6..1.5921.6381H1 2 .047 9 .002 0 v 4.582 27.6 130.36130.3611 7 ..5841.5861 H 1 -2 .035 9 .003 0 z 4.582 27.6 130.36130.3611 4 ..591.7321H1-2 .035 9 .001 0 v 4.582 27.6 130 .36130.3611.851.5921.5631H1 -2 .081 9 .005 0 z124.582 27. 6 130 .36130.3611.6..1.5881.6441H1 -2 .065 9 .002 0 z124.582 27.6 130.36130.3611.5.1.5871.6611H1-2 .080 9 .001 0 z124.582 27.6 130.36130.3611 6.1.5641.6331H1 1 .080 9 .001 0 z124.582 27.6 130.36130.3611.64.5641.6331H1 1 .080 9 .001 0 z124.582 27.6 130.36130.3611 6.1.5641.6331H1 1 .056 9 .001 0 2124.582 27. 6130 .36130.3611.6..1.5921.651H1 -21 .055 9 .002 0 z124.582 27.6130.36130.3611.5.4.5871.6611H1 .055 9 .002 0 z124.582 27.6 130 .36130.3611.5..1.5871.6611H1 -2 .055 9 .002 0 z {24.582 27.6 130.36130.3611 5.1.5871.6611H1-2 .055 9 .002 0 z 4.582 27.6 130.36130.3611.5.1.5871.6611H1-2 .056 9 .001 0 z124.582 27.6 130.36130.3611 6.1.5921.651H1-2 .055 9 .002 0 z124.582 27.6 130.36130.3611.5.1.5871.6611H1-2 .055 9 .002 0 z124.582 27.6 130.36130.3611.5..1.5871.6611 H 1 -2 .055 9 ..002 0 z124.582 27.6 130.36130.3611.5..1.5871.661 H1•:2 .055 9 .002 0 z124.582 27.6 130.36130.3611.5..1.5871.661 111 -2 .056 9 .001 0 z124.582 27.6 130 .36130.3611.6..4.5921.651H1 -2 .055 9 .002 0 z124.582 27.6 130 .36130.3611.5..1.5871.66 2 .055 9 .002 0 z124.582 27.6130.36130.3611.6.4.5871.6611F11-2 .055 9 .002 0 z124.582 27.6130.36130.3611.5.4.5871.6611H1-2 .055 9 .002 0 z124.582 27.6 130 .36130.3611.5..1.5871.6611H1 -2 .056 9 .001 0 z124.582 27.6 130 .36130.3611. -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 373 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 LC Member 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M5 2, 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 321 331 Shaoe HSS8X. UC Max .056 .056 .056 .056 .056 .056 .056 .056 .056 .056 .056 .083 .075 .063 .132 .042 .042 .042 -042 .069 .050 .052 .118 000 .020 .092 .020 020 .020 .072 .072 -072 .041 .012 .022 .030 .085 .067 .080 .077 .085 .067 .080 .077 .085 .067 .080 .077 .033 .009 .017 .022 .028 .142 .142 .142 LocfftlShea...Locfft`... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eon 9 .001 0 I z 124.582 27.6 30.36130.3611.6..l.592 .65 I H 1 -2 9 -001 0 Iz124.582 27.6 130 .36130.3611.6..1.5921.651H1 -2 9 .001 0 1z124.582 27.6 130 .36130.3611.6..1.5921.651H1 -2 9 .001 0 1z124.582 27.6 130.36130.3611.6...5921.651H1-2 9 .001 0 1z24.582 27.6 1 30.36130.3611.6..1.5921.651H1 -2 9 .001 0 z24.582 27.6 130 .36130.3611.6..1.592I.651H1 -2 9 .001 0 z 24.582 27.6 130.36130.3611.6...5921.65 H1-2 9 .001 0 224.582 27.6 130.36130.3611.6...5921.65 H1 -2 9 .001 0 2 24.582 27.6 130.36130.3611.6..1.5921.65 I H 1 -2 9 .001 0 z 24.582 27.6 130.36130.3611.6.4.5921.651H1-2 9 .001 0 z 24.582 27.6 130.36130.3611.6..1.5921.651 H 1 -2 9 .002 0 v124.582 27.6 130.36130.3611 7.1.5871.58911-11-2 9 .005 0 z124.582 27.6 130.36130.3611.5.1.5881.671H1 -2 9 .002 0 v124.582 27.6 130.36130.36 1.8..L6021.5561 H 1 -2 9 .007 0 z 24.582 27.6 130.36130.36 1.6.J.5891.641I H 1 -2 9 .001 0 z 24.582 27.6 130.36130.3611.5.4.5871.6611H1-2 9 .001 0 z 24.582 27.6 130.36130.3611.5.1.5871.6611H1-2 9 .001 0 z124.582 27.6 130.36130.3611.5..1.5871.6611 H 1 -2 9 .001 0 z124.582 27.6 130.36130.3611.5..1.5871.6611 H 1 -2 9 .002 0 z 124.582 27.6 130.36130.3611 74.5841.5871H1-2 9 .004 0 z24.582 27.6 130.36130.3611 4.1.591.7241H1 -2 9 .002 0 v124.582 27.6 130.36130.3611.8.4.5921.5621H1-2 9 .007 0 z124.582 27.6 130.36130.3611.6..1.5881.6451H1-2 0 .000 0 z124.582 27.6 130.36130.3611 751 .6 I .6 I HI 1 9 .000 0 z24.582 27. 6130 .36130.3612.1 1.6241.4771H1 -2 9 .003 0 z24.582 27. 6130 .36130.3611.6..1.5621.6551H1 -2 9 .000 0 z 24.582 27.6 130.36130.3612.1 1.6241.4771H 1 -2 9 .000 0 z 24.582 27.6 130.36130.3612.1 1.6241.4771H 1 -2 9 .000 0 z24.582 27.6 130.36130.3612.1 1.6241.4771H1-2 9 .002 0 7 124.582 27.6 130.36130.3611 421.5661.74 I H1-2 9 .002 0 z 24.582 27.6 130.36130.3611 421.5661 H1-2 9 .002 0 z 24.582 27.6 130.36130.3611 421.5661.74 HI-2 9 .002 0 v 24.582 27.6 130.36130.3611.8..1.6131.5531H1-2 0 .000 0 z 24.582 27.6 30.36130.3612.1 .1.3111.4591 H 1 1 9 .001 0 v24.582 27.6 30.36130.3611 7.1.6461.595IH1 -2 9 .001 0 z124.582 27.6 130.36130.3612.0.4.5941.4821H1-2 9 .003 0 z124.582 27.6 130.36130.3611.9.4.5661.5391H1-2 9 .002 0 z24.582 27.6 130 .36130.3611.681.5641.6271H1 -2 9 .003 0 z 24.582 27.6 130.36130.3611 7.1.5651.5921H1-2 9 .003 0 z124.582 27.6 130.36130.3611 4.1.5661.7221 H 1 -2 9 .003 0 z 24.582 27.6 130.36130.3611.9..1.5661.5391 H 1 -2 9 .002 0 z24.582 27.6 130.36130.3611.681.5641.627 H1 -2 9 .003 0 z 24.582 27.6 130.36130.3611 7 ..5651.592 H1-2 9 .003 0 z 24.582 27.6 130.36130.3611 4 ..5661.7221H1-2 9 .003 0 z 24.582 27.6 130.36130.3611.9..1.5661.5391 H 1 -2 9 .002 0 z 24.582 27.6 130.36130.3611.681.5641.6271H1 9 .003 0 z 24.582 27.6 130.36130.3611 7 ..5651.5921H1-2 9 .003 0 z24.582 27 -6 130.36130.36114..5661.7221H1 -2 9 .002 0 v124.582 27.6 130.36130.3611.8..1.6081.5591 H 1 2 9 .000 0 i24.582 27.6 130.36130.3612.31.5171.2621H1-2 9 .001 0 v24.582 27.6 130.36130.3611 7.1.6811.5841H1 -2 9 .001 0 z 24.582 27.6 130.36130.3612.081.5881.4841 H 1 -2 9 .001 0 z 24.582 27.6 130.36130.3612.1 1.6241.477I H 1 -2 9 .005 0 z24.582 27.6 130.36130.3611.6.:1.561.621H1 2 9 .005 0 z24.582 27.6 130.36130.3611.6..1.56 I .62IH1-2 9 .005 0 z124.582 27.6 130.36130.3611.6-L561.62 561.62 I H1-2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 374 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 1 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 111 372 112 373 113 374 114 375115 376116 377 1 17 LC Member 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M6 2 3 4 5 6, 7 8 9 10 Shaoe W14X53 UC Max LocfftlShea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Eon .056 9 .002 0 1z124.5821 27.6 130.36130.3612.31.5731.3441H1-21 .024 9 .001 0 z24.582 27.6 130 .36130.3612.11.6241.4771H1 -21 .024 9 .001 0 z124.582 27.6 130.36130.36 2.11.6241.4771H1-21 .024 9 .001 0 z24.582 27.6 130.36130.36 2.11.6241.47711H1 -21 .024 9 .001 0 z124.582 27.6 130.36130.3612.1 1 6241.4771 H 1 -2 .056 9 .002 0 z24.582 27.6 130.36130.3612.31.5731.3441111 -2 .024 9 .001 0 z124.582 27.6 130.36130.3612.11.6241.4771H1-2 .024 9 .001 0 z24.582 27.6 130.36130.3612.11.6241.4771H1 -2 .024 9 .001 0 z124.582 27.6 130.36130.3612.11.6241.4771H1-2 .024 9 .001 0 z24.582 27.6 130.36130.3612.11.6241.4771111 -2 .056 9 .002 0 z 24.582 27.6 130.36130.3612.31.5731.3441H1-2 .024 9 .001 0 z24.582 27.6 130.36130.3612.11.6241.4771H1 -2 .024 9 .001 0 z24.582 27. 6130 .36130.3612.11.6241.4771H1 -2 .024 9 .001 0 z24.582 27.6 130.36130.3612.11.6241.47 -2 .024 9 .001 0 z124.582 27.6 130.36130.3612.11.624.4771111 -2 .056 9 .002 0 z124.582 27.6 130.36130.361 2.31573.3441 H 1 -2 .056 9 .002 0 z124.582 27.6 130.36130.3612.31.5731.3 .056 9 .002 0 z24.582 27.6 130.36130.3612.31.5 -2 .056 9 .002 0 z24.582 27. 6130 .36130.3612.31.5731.3441H1 -2 .056 9 .002 0 z24.582 27.6 130.36130.3612.31.5731.3 -2 .056 9 .002 0 z124.582 27.6 30.36130.3612.31.5731.3441H1-2 .056 9 .002 0 z24.582 27.6 30.36130.3612.31.5 -2 .056 9 .002 0 z24.582 27.6 30.36130.3612.31.5731.3441H1 -2 .056 9 .002 0 z24.582 27.6 30.36130.3612.31.5731.344(H1 -2 .056 9 .002 0 z24.582 27.6 30.36130.3612.31.5731.3441111 -2 .056 9 .002 0 z24.582 27.6 30.3630.3612.31.5731.3401 -2 .056 9 .002 0 z24.582 27.6 30.36 30.3612.31.5731.344 H1 -2 .087 9 .003 0 z24.582 27.6 30.3630.3611.8..1.5741.554H1 -2 .046 9 .001 0 z124.582 27.6 30.3630.3611.6.1.5761.6381H1-2 .069 9 .002 0 z124.582 27.6 30.36 30.3611 71.5721.5871H1-2 .072 9 .003 0 z 24.582 27.6 30.3630.3612.31.5721.3971H1-2 .018 9 .000 0 z24.582 27.6 30.3630.36 2.11.6241.4771H1-2 .018 9 .000 0 z124.582 27.6 30.36 30.36 2.11.6241.4771H1-2 .018 9 .000 0 z 24.582 27.6 30.3630.3612.11.6241.4771H1 -2 .018 9 .000 0 z124.582 27.6 30.3630.3612.11.6241.4771111 -2 .048 9 .003 0 v24.582 27.6 30.3630.3611.8..1.6091.5591H1 -2 .013 9 .001 0 z24.582 27.6 30.3630.3612.31.5121.3281H1 -2 .025 9 .002 0 04.582 27.6 30.36 30.3611 7.4.6751.5841 H 1 -2 .033 9 .001 0 z124.582 27.6 30.3630.3612.0..1.5891.4841H1-2 .000 0 .000 0 z20.182 21.6 27 23.761 1 I .6 1.6 1H1 1 .004 4.25 .005 4.25100.182 21.6 27 23.7611 7.1.6 1.851H1 -2 .053 4.25 .028 3.852100182 21.6 27 23.7611.8.1.4211.851H2 1 .004 4.25 .005 4.251v120.182 21.6 27 23.7611 7 4 .6 1.85 H1 -2 .004 4.25 .005 4.251v20.182121.6 27 23.761 4 .6 1.85 H1 -2 .004 4.25 .005 4.251v20.182 I21.6 27 23.7611 7.1.6 1.851111 -2 .041 4.25 .022 3.8521v20.182121.6 27 23.7611.8..4.4211.851H2 -1 .041 4.25 .022 3.8521 00.182 20.182 21.6 27 23.7611.8...4211.851112 1 .041 4.25 .022 3.852100.182 21.6 27 23.7611.8...4211.851H2 1 .041 0 .008 4.25140.182 21.6 27 23.7612.31.4891.851H1-2 .053 0 .005 2.12512120.182 21.6 27 23.7611 7.1.5331.851112 1 .042 0 .004 0 100.182 20.182 21.6 27 23.7611.2.1.4891.851112 1 .055 I 0 .005 3.8521x20182 21.6 27 23.7611 7.4.5331.8511111 -2 .054 14.25 .025 3.852 v20.182 21.6 27 23.7612.1 1.5041.85 H1 -2 .052 I 0 .022 3.852 v120.182 21.6 27 23.7611.8.1.5421.85 H2 -1 .057 14.25 .020 3.8521 v 20182 21.6 27 23.7611.621.4781.851H2 1 .066 I 0 .023 3.8521 40.182 20.182 21.6 27 23.761 1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 375 t 1 i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Shaoe M7 W14X53 11C Max .054 .052 .057 .066 .054 .052 .057 .066 .041 .054 .042 .055 .006 .084 .084 .084 .030 .005 .005 .005 .005 .030 .005 .005 .005 .005 .030 .005 .005 .005 .005 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .071 .074 .073 .094 .004 .004 .004 .004 .058 .077 .059 .078 .000 LocfftlShea...Locfft``... Fafksi Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Eon .025 13.852Iv120.182 21.6 1 27 123.7612.1 .1.5041.851 H1 -2 4.25 0 4.25 0 4.25 0 4.25 0 0 0 0 0 4.25 4.25 4.25 4.25 4.75 4. ?5 4.25 4.75 4.25 4.25 4.25 4.75 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4. ?5 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 0 0 0 0 4.25 4.25 4.25 4.25 0 0 0 0 0 .022 13.8521 v 120.182 .020 13.8521 v 120.182 .023 13.8521 v 120.182 .025 13.85211/20.182 .022 13.8521v120 182 .020 13.8521 v 120.182 .023 13.8521 v 120.182 .006 14.251 v 120.182 .005 12.1251 Z 120.182 .004 I 0 Iv120.182 .005 12.1251z20.182 .007 14.251 v 120.182 .043 13.8521 v x20.182 .043 13.8521 v 120.182 .043 13.8521 v 20.182 .017 13.8521vI20.182 .006 14.251 v 120.182 .006 1 4.251 v 120.182 .006 14.251 v 120.182 .006 14.2511/120.182 .017 13.8521 v 120.182 .006 4.25Iv120.182 .006 4.251 v 120182 .006 1 4.251 v 120.182 .006 14.251 00.182 120.182 .017 13.8521v120.182 .006 14.251 v 20.182 .006 14251 v 120.182 .006 14.25100 182 .006 14.251v120 182 .01713.852100182 .017 13.8521 00.182 20.182 .017 13.8521 v 20.182 .017 13.8521v20.182 .017 13.8521 v 20.182 .017 13.8521 v 20.182 .017 13.8521 v 20.182 .017 13.8521 00.182 20.182 .017 13.8521 v 20.182 .017 13.8521 v 20.182 .017 I3.852I v 20.182 .017 13.8521 v 20.182 .022 13.8521 00.182 20.182 .016 13.8521 00.182 20.182 .013 13.8521v120.182 .019 13.852 v 20.182 .004 14.25 v 120.182 .004 14.251v20.182 .004 14.2511/120.182 .004 I4.25I v 20.182 .009 14.251 v 20.182 .007 12.1251z20.182 .005 I 0 Iv120.182 .007 12.1251 z 20.182 .000 I 0 1z118.079 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 2.1 6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 27 23.7611.8..1.5421 851H2 1 27 23.7611.621.4781.85IH2 1 27 23.7611.8..1.5261.851 H2 1 27 23.7612.1 .1.5041.851H1 -2 27 21_7611.8..1.5421I.85IH2 -1 27 23.7611.621.4781.851H2 -1 27 23.7611.8..1.5261.851H2 1 27 23.7612.1 .1.48911351H1-2 27 23.7611.8.1.5331.851H2 1 27 23.7611 4.1.4891.851 H2 -1 27 23.7611.71.5331.851H1-2 27 23.7611 7.1 .6 1.851 H 1 2 27 23.7611.8...4211.551H2-1 27 23.7611.8...4211.85 I H2 -1 27 23.7611.8..1.4211.551H2 1 27 23.7611.8..1.4221.851 H2 -1 27 23.7611 7 .1 .6 1.851H1 27 23.7611 7.1 .6 1.851H1-2 27 23.7611 7.1 .6 1.851H1-2 27 23.7611 7.1 .6 1.851 H 1 -2 27 23.7611.8.. H2 1 27 23.7611 7.1 .6 1.85 I H 1 -2 27 23.7611 7 .l .6 1.851H1-2 27 23.7611 7.1 .6 1.85 I1 H 1 2 27 23.7611 7.1 .6 1.85 I H 1 -2 27 23.7611.8.. 1 27 23.7611 7.1 .6 1.851H1-2 27 23.7611 7.1 .6 1.851H1 -2 27 23.7611 7.1 .6 1.85 I H 1 -2 27 23.7611 7.1 .6 1.851H1 -2 27 23.7611.8..1.4221.851 H2 1 27 23.7611.8..1.4221.85 I H2 -1 27 23.7611.8..1.4221.85 I H2 1 27 23.7611.8..1.4221.851H2 1 27 23.7611.8..1.4221.851 H2 1 27 23.76 1.8..1.4221.851 H2 1 27 23.76 1.8-1.4221.851 H2 1 27 23.7611.8..1.4221.851H2-1 27 23.7611.8..1.4221.85 I H2 1 27 23.7611.84.4221.851H2-1 27 23.7611.8..1.4221.851H2-1 27 23.7611.8..1.4221.851 H2 1 27 23 7612.31.4931.851H1 -2 27 23.7611.8..1.5361.851H2-1 27 23.7611.2..1.4851.85 I H2 27 23.7611.8..1.5311.851H1 -2 27 23.7611 7.1 .6 1.851H1-2 27 23.7611 7.1 .6 1.85 I H 1 -2 27 23.7611 7.1 .6 1.85 I H 1 -2 27 23.7611 7.1 .6 1.85 I H 1 -2 27 23.7612.1.1.4891.85IH1 -2 27 23.7611.8..1.5331.851H2-1 27 23.7611 4.1.4891.85 I H2 -1 27 23.7611 7.1.5331.85 I H 1 -2 27 23.761 1 I .6 1 .61H1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 376 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 434 211 435 3 436 4 437 5 438 6 439 7 440 8 441 9 442 10 443 11 444 12 445 13 446 14 447 15 448 16 44917 450 18 451 19 452 20 453 21 454 22 455 23 456 24 457 25 458 26 459 27 460 28 461 29 462 30 463 31 464 32 465 33 466 34 467 35 468 36 469 37 470 38 471 39 472 40 473 41 474 42 475 43 476 44 477 45 478 46 479 47 480 48 481 49 482 50 483 51 484 52 1485 53 1486 54 1487 55 488 56 489 57 Shaoe UC Max Locf lShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean .011 8.5 .008 8.5 Iv118.079 21.6 27 23.7612.211.2431.851H1 -2 .036 8.5 .027 8.5 1v118.079 21.6 27 23.7611 7 .1. 2 3 4 1.851H 1 .011 8.5 .008 8.5 108.079 21.6 27 23.7612.211.2431.851H1 -2 .011 8.5 .008 8.5 108.079 21.6 27 23.7612.211.2431.851H1 -2 .011 8.5 .008 8.5 1v1 21.6 27 23.7612.211.2431.851H1 -2 .030 8.5 .022 8.5 1 v 118.079 21.6 27 23.761 .1.2341.551H 1 .030 8.5 .022 8.5 1v1 21.6 27 23.7611 7..2341.851H1 2 .030 8.5 .022 8.5 1v1 21.6 27 23.76117 .[.2341.551H1 .034 8.5 .009 8.5 1v118.079 21.6 27 23.7612.24.2481.851H1-2 .049 8.5 .007 8.5 1v118.079 21.6 27 23.7611•9•4.221.851H .024 8.5 .006 8.5 1v118.079 21.6 27 23.761 1 1.2481.851H2-1 .055 8.5 .009 8.4111v118.079 21.6 27 23.76 2.31.22 .047 8.5 .023 8.5 1v1 21.6 27 23.76 1.8.•1.2461.851H1 .053 8.5 .021 8.5 1v1 21.6 27 23.76116.4.2181.851H21 .034 8.5 .021 8.5 108.079 118.079 21.6 27 23.7611.6.4.2521.861H2 1 .062 8.5 .022 8.5 108.079 118.079 21.6 27 23.7611-832211.851H1-2 .047 8.5 .023 8.5 1v118.079 21.6 27 23.7611.8.4.2461.851H1 -2 .053 8.5 .021 8.5 1v118.079 21.6 27 23.761 1 .034 8.5 .021 8.5 108.079 118.079 21.6 27 23.7611.6.4.2521.881H2 1 .062 8.5 .022 8.5 108.079 118.079 21.6 27 23.7611-8.1.2211.881H1-2 .047 8.5 .023 8.5 108.079 118.079 21.6 27 23.7611.8.4.2461.851H1-2 .053 8.5 .021 8.5 1v1 21.6 27 23.7611.6..1.2181.851H2 .034 8.5 .021 8.5 1v1 21.6 27 23.7611.6.1.2521.851H2 -1 .062 8.5 .022 8.5 1v118.079 21.6 27 23.761 .029 8.5 .006 8.5 1v118.079 21.6 27 23.7612.281.2481.851H1 -2 .045 8.5 .004 8.5 1v 18.079 21.6 27 23.7611.6•4.221.851H2 -1 .023 0 .003 0 Iv 18.079 21.6 27 23.761 1 I.2481.851H2 1 .051 0 .006 7.881v118.079 21.6 27 23.76 2.31.221.851H1 -2 .016 8.5 .011 8.5 1v118.079 21.6 27 23.762.211.243 .053 8.5 .039 8.5 I v 118.079 21.6 27 23.76 1.691.233 .851H1-2 .053 8.5 .039 8.5 1v118.079 21.6 27 23.76 1.691.2331.85 I H 1 -2- .053 8.5 .039 8.5 108.079 118.079 21.6 27 23.7611.691.2331.881H1-2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8...2361.851H1 -2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.21 .2431.851H1 -2 .014 8.5 .009 8.5 1v118.079 21.6 27 23.7612.211.2431.851H1 -2 .014 8.5 .009 8.5 108.079 118.079 21.6 27 23.7612.211.2431.851H1-2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.211.2431.851H1-2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8..1.2361.851H1 -2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.211.2431.851H1-2 .014 8.5 .009 8.5 1v118.079 21.6 27 23.7612.211.2431.851H1 -2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.211.2431.851H1 -2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.211.2431.851H1 -2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8.4.2361.851H1 -2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.211.2 .014 8.5 .009 8.5 1v118.079 21.6 27 23.7612.211.2431.851H1 -2 .014 8.5 .009 8.5 1v1 21.6 27 23.7612.211.2431.851H .014 8.5 :009 8.5 1v1 21.6 27 23.7612.211.2431.851H1 -2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8..1.2361.851H1 -2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8.•11•2361.851H1-2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8..1.2361.851H1 -2 .026 8.5 .019 8.5 1v1 21.6 27 23.7611.84.2361.851H1 -2 .026 8.5 .019 8.5 1v1 21.6 27 23.7611.8..1.2361.851H1 -2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8•4.2361.851H1 -2 .026 8.5 .019 8.5 1v1 21.6 27 23.761 2 .026 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8...2361.851H1 -2 .026 8.5 .019 8.5 x18.079 21.61 27 23.7611.8.4.2361.851H1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 377 1 r 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (BvItem) (Continued) 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 LC Member Shape 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M8 W14X53 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 UC Max .026 .026 .026 .058 .077 .042 .088 .010 .010 .010 .010 .042 .064 .032 .073 .000 .007 .021 .007 .007 .007 .016 .016 .016 .036 .087 .033 .084 .033 .074 .041 .074 .033 .074 .041 .074 .033 .074 .041 .074 .035 .086 .033 .085 .010 .035 .035 .035 .013 .008 .008_ .008 .008 .013 .008 .008 LocrftlShea...Locfft 1... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eqn 8.5 .019 8.5Iv118.079121.6 27 23.7611.8..L.2361.851H1 -2 8.5 .019 8.5 1v1 21.6 27 23.76I1.8..1.2361.851H1 -2 8.5 .019 8.5 1v118.079 21.6 27 23.7611.8..1.2361.851H1 -2 8.5 .021 8.5 1v118.079 21.6 27 23.7611.9.1.2471.851H1 -2 8.5 .018 8.5 I v 118.079 21.6 27 23.7611.6..1.2191.851F12-1 8.5 .017 8.5 Iv 18.079 21.6 27 23.7611.6.4.2491.851H2 1 8.5 .020 8.5 Iv 18.079 21.6 27 23.7612.0..1.2211.851H1 -2 8.5 .007 8.5 Iv118.079 21.6 27 23.7612.211.2431.851H1 -2 8.5 .007 8.5 Iv118.079 21.6 27 23.762.211.2431.85 H1 -2 8.5 .007 8.5 Iv118.079 21.6 27 23.762.211.2431.85 H1 -2 8.5 .007 8.5 108.079 118.079 21.6 27 23.7612.211.2431.851111-2 8.5 .009 8.5 1v118.0 21.6 27 23.7612.2..1.2481.851H1 -2 8.5 .006 8.5 1v118.079 21.6 27 23.7611.6..1.221.851H2 1 0 .005 8.5 1v118.079 21.6 27 23.761 1 1• 0 .008 7.9691v118.079 21.6 27 23.7612.31.221.851H1 -2 O .000 0 Iz118.079 21.6 27 23.761 1 I .6 I .6 !Hi 1 4.516 .005 8.5 Iv118.079 21.6 27 23.761 1 1.2181.851H1 -2 0 .024 0 108.079 118.079 21.6 27 23.7611 4.1.3641.851H1-2 4.516 .005 4.516 .005 4.516 .005 0 .019 O .019 0 .019 0 .008 8.5 .006 0 .008 8.5 .006 0 .018 0 .019 0 .021 O .019 O .018 0 .019 0 .021 0 .019 O .018 O .019 0 .021 O .019 0 .005 8.5 .004 0 .005 8.5 .004 4.516 .008 0 .036 0 .036 0 .036 4.604 .016 4.516 .007 4.516 .007 4.516 .007 4.516 .007 4.604 .016 4.516 .007 4.516 .007 8.5 Iv118.079 21.6 8.5 Iv118.079 21.6 8.5 Iv118.079 21.6 0 Iv118.0 21.6 0 Iv118.079 21.6 0 v118.079 21.6 8.5 vI18.079 21.6 8.5 vI18.079 21.6 O v118.079 21.6 0 v118.079 21.6 0 ■+118.079 21.6 0 v118.079 21.6 O v118.079 21.6 0 v118.079 21.6 0 08.079 21.6 0 v118.079 21.6 O 08.079 21.6 0 vI18.079 21.6 O v118.079 21.6 0 v118.079 21.6 O v118.079 21.6 0 v118.079 21.6 8.5 v118.079 21.6 4.25 z118.079 21.6 O v118.079 21.6 4.25 z118.079 21.6 8.5 vI18.079 21.6 0 v118.079 21.6 0 v118.079 21.6 0 vI18.079 21.6 0 v118.079 21.6 8.5 v118.079 21.6 8.5 v118.079 21.6 8.5 v118.079 21.6 8.5 +118.079 21.6 0 v118.079 21.6 8.5 v118.079 21.6 8.5 v118.079 21.6 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 23.761 1 1.2181.851H1-2 23.761 1 1.2181.851H1-2 23.761 1 1.2181.851H1 -2 23.7611 4 .1.4211.851H1-2 23.7611 4 4211.851H1-2 23.761 4 ..421 1.85 I H 1 2 23.76 1 .2111.851H1-2 23.76 1 •2221_8511 -2 23.76 1 .2131.851H2-1 23.76 1 2221.851H2-1 23.76 1 .2061.85 I H 1 -2 23.76 1.3.. 2241.85I H1 -2 23.761 7 ..2181.85 I H2 1 23.76 1 .221.851H2 1 23.76 1 2061.851H1-2 23.76 1.3.. 2 241. 851 H 1 -2 23.761 7 ..2181.851 H2 -1 23.76 1 .221.851112 23.76 1 .2061.85 I H 1 2 23.76 1.3.. 2241,85I H 1 -2 23.761 7 2181.851H2-1 23.76 1 .221.851H2-1 23.76 1 .2111.851H1-2 23.76 1 •2221.851H1 -2 23.76 1 .2121,851H2 1 23.76 1 •2221.85 I H2 1 23.76 1 •2181.851H1 -2 23.761 4..3371.851H1-2 23.76 4 H1-2 23.761 4..3371, 851 H 1 -2 23.76 1 .6071.851111-2 23.76 1 .2181.851H1 -2 23.76 1 .2181.851H1-2 23.76 1 .2181.851H1 -2 23.76 1 .2181.85IH1 -2 23.76 1 .6071.851H1 23.76 1 2181.851H1-2 23.76 1 •2181.851H1 -2 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 378 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (Bu Item) (Continued) LC Member 546 42 547 43 548 44 549 45 550 46 551 47 552 48 553 49 554 50 555 51 556 52 557 53 558 54 559 55 560 56 561 57 562 58 563 59 564 60 565 61 566 62 567 63 568 64 569 65 570 66 571 67 572 68 573 69 574 70 575 71 576 72 577 1 M9 578 2 579 3 580 4 581 5 582 6 583 7 584 8 585 9 586 10 587 11 588 12 589 13 590 14 591 15 592 16 593 17 594 18 595 19 596 20 597 21 598 22 599 23 600 24 601 25 Shaoe W14X53 UC Max LoclftlShea...Locfft l... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .008 4.516 .007 8.5 v 11 8.0791 21.6 27 23.76 1 .2181.851H1-2 .008 4.516 .007 8.5 (x118.079 21.6 27 23.76 1 .2181.851H1-2 .013 4.604 .0 16 0 Iv118.079 21.6 27 23.76 1 .6071.851H1 -2 .008 4.516 .007 8.5 (v(18.079 21.6 27 23.76 1 •2181.85IH1 .008 4.516 .007 8.5 Iv118.079 21.6 27 23.76 1 .2181.8511 -2 .008 4.516 .007 8.5 I v 118.079 21.6 27 23.76 1 .2181.851H1-2 .008 4.516 .007 8.5 v118.079 21.6 27 23.76 1 .2181.851 H 1 -2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071.851H1 -2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071.851H1 -2 .013 4 604 .016 0 v118.079 21.6 27 23.76 1 .6071.851 H 1 -2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071851H1-2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071.851111 -2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071.851111 -2 .013 4.604 .016 0 v 118.079 21.6 27 23.76 1 .6071851H1-2 .013 4.604 .016 0 v 118.079 21.6 27 23.76 1 .6071.851H1-2 .013 4.604 .016 0 08.079 21.6 27 23.76 1 .6071851H1-2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071.851H1 -2 .013 4.604 .016 0 v118.079 21.6 27 23.76 1 .6071.851111 -2 .050 8.5 .016 8.5 v118.079 21.6 27 23.76 1 .2091.851H1 -2 .124 8.5 .015 0 v 118.079 21.6 27 23.76 1 .2221.851H1-2 .058 0 .019 0 v118.079 21.6 27 23.76 2141.851H2 1 .121 0 .016 0 v118.079 21.6 27 23.76 1 2211.851H2 1 .006 4.516 .005 8.5 v118.079 21.6 27 23.76 1 •2181.851H1 -2 .006 4.516 .005 8.5 v118.079 21.6 27 23.76 1 .2181.851H1 -2 .006 4.516 .005 8.5 v118.079 21.6 27 23.76 1 •2181.851111 -2 .006 4.516 .005 8.5 v118.079 21.6 27 23.76 1 .2181.851H1 -2 .051 0 .008 8.5 v118.079 21.6 27 23.76 1 •2111.851H1 -2 .123 8.5 .006 4.25 z118.079 21.6 27 23.76 1 .2221.851111 -2 .048 0 .008 0 v 118.079 21.6 27 23.76 1 2121.851 H2 1 .121 8.5 .005 4.25 z118.079 21.6 27 23.76 1 •2221.851112 1 .000 0 .000 0 z120.182 21.6 27 23.76 1 .6 I .6 1H1 1 .017 4.25 .006 3.852 v120.182 21.6 27 23.7614 .4121.851111 .032 4.25 .025 3.852 v20.182 21.6 27 23.761 7 .2651.851H1 2 .017 4.25 .006 3.852 v120.182 21.6 27 23.761 4 ..4121.851H1 -2 .017 4.25 .006 3.852 v120.182 21.6 27 23.761 4 ..4121,851H1 -2 .017 4.25 .006 3.852 v120.182 21.6 27 23.761 4 ..4121.851H1 -2 .023 4.25 .020 4.25 v120.182 21.6 27 23.761 7 ..2511.851111 -2 .023 4.25 .020 4.25 v20.182 21.6 27 23.7617 .2511.851H1 2 .023 4.25 .020 4.25 v120.182 21.6 27 23.761 7 ..2511.851H1 -2 .049 0 .009 3.807 v 120.182 21.6 27 23.76 2.03.5741.851H1-2 .087 0 .004 2 1 25 z120.182 21.6 27 23.761 1 ..6051.851H1 -2 .052 0 .004 2.125 z 0.182 21.6 27 23.761 1 _5711.851112-1 .099 0 .010 12.125 z 120182 21.6 27 23.7611.6-6071.851H2 1 .036 4.25 .022 14.25 v120.182 21.6 27 23.76(1.91 .5611.851 H 1 -2 071 0 .019 13.852 v120.182 21.6 27 23.7611.6...611.851H1 -2 .035 0 .017 13.94 v ?0.182 21.6 27 23.7611.52.5851.851 H2 -1 .064 0 .021 14.25 v 80182 21.6 27 23.76117 ..60 1H2 .036 4.25 .022 14.25 v10.i82 21.6 27 23.7611.91.5611.851H1-2 .071 0 .019 13.852 00.182 21.6 27 23.761 H1 -2 .035 0 .017 13.94 vI20.182 21.6 27 23.7611.52.5851.851H2 -1 .064 0 .021 14.25 v120.182 21.6 27 23.761 7..6021.851112 1 .036 4.25 .022 14.25 v120.182 21.6 27 23.7611.91.5611.851H1 .071 0 .019 13.852 v20.182 21.6 27 23.7611.6•..611.851H1 -21 .035 0 .017 13.94 v20.182 21.6 27 23.7611.52.5851.851 H2 11 .064 0 .021 14.25 v120.182 21.6 27 23.7611 7 -6021.851112 11 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 379 1 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 652 4 653 5 6541 6 6551 7 656 18 I 657191 Member Shaoe M10 W14X53 UC Max Locfft1Shea...Locfft Farksil, Ftfksi Fbvfk...Fbzfk... Cb CmvCmz Ean .046 0 .007 13.8071 v 120.1821 21.61 27 23.7612.31.5741.85 I H 1 -2 .086 0 .004 12.1251 z 120.182 21.6 27 23.7611 1 .1.6061.851H1-2 .047 0 .003 1.4431 v 120.182 21.6 27 23.7611.3..1.5721.85 I H2 1 .094 0 .00812.12517179 182 21.6 27 23.7611.6..1.6061.85 I H2 1 .023 4.25 .00813.8521v120.182 21.6 27 23.76114 .1.4121.851H1 .051 4.25 .037 13.8521v120.182 21.6 27 23.761 .1.2741.851H1 .051 4.25 .037 13.8521v120.182 21.6 27 23.76117 .1.2741.851H1 .051 4.25 .037 13.8521v120.182 21.6 27 23.76117 .1.2741.85IH1 .020 4.25 .016I4251v120.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .007 13.8521 v 120.182 21.6 27 23.76114 .1.4121_851111 .020 4.25 .00713.8521v120.182 21.6 27 23.76114 .1.4121.851H1 .020 4.25 .007 13.8521 21.6 27 23.76114 .1.4121.851111 .020 4.25 .00713.8521v120.182 21.6 27 23.76114 4.4121.851H1-2 .020 4.25 .016 14.251v120.182 21.6 27 23.7611.6..L2171.851H1 -2 .020 4.25 .007 13.8521v120.182 21.6 27 23.76114 .44121.851m-2 .020 4.25 .007 13.8521v120 182 21.6 27 23.76114 .1.4121.851H 1 .020 4.25 .007 13.8521v120.182 21.6 27 23.7611 4 .1.4121.851H1 -2 .020 4.25 .00713.852100.182 21.6 27 23.7611 4.1.4121.851H1 -2 .020 4.25 .01614.251x120.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .007 13.8521 x 120.182 21.6 27 23.76114 .1.4121.85 I H 1 -2 .020 4.25 .007 13.8521 v 20.182 21.6 27 23.7611 4.1.4121.851111 -2 .020 4.25 .007 13.8521 v 20.182 21.6 27 23.76114 .1.4121.851H1-2 .020 4_75 .00713.8521v120.182 21.6 27 23.76114 .1.4121.85IH1-2 .020 4.25 .01614.251v20.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .01614.251vI20.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .01614.251v120.182 21.6 27 23.7611.6..1.2171.851H1 -2 020 4.25 .01614.2511/120.182 21.6 27 23.7611.6..1.2171.851H1-2 .020 4.25 .01614.251v20.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4 75 .016 14251v120.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .01614.251v20.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .01614.251v20.182 21.6 27 23.7611.6..1.2171.851111 -2 .020 4.25 .01614.251v120.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .016 14.251Iv20.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .016 14.251v20.182 21.6 27 23.7611.6..1.2171.851H1 -2 .020 4.25 .01614.25100182 21.6 27 23.7611.6..1.2171.851H1 -2 .062 0 .021141171v120.182 21.6 27 23.7612.0..1.5691.851H1 -2 .127 0 .014 13.8521v120.182 21.6 27 23.7611.5..1.6071.851H1 -2 .062 0 .01114 251 v 20.182 21.6 27 23.7611.2..1.5761.85 I H2 -1 .130 0 .019 13.8521 v 20.182 21.6 27 23.7611 7.1.6051.851112 1 .015 4.25 .00513.852100.182 21.6 27 23.7611 4.1.4121.85IH1 .015 4.25 .005 13.8521v20.182 21.6 27 23.76114 .1.4121.851H1-2 .015 4.25 .005 13.8521 21.6 27 23.7614 ..4121.85IH1-2 015 4.25 .00513.8521v120.182 21.6 27 23.7614 ..4121.851H1-2 .067 0 .010 13.8071v20.182 21.6 27 23.7612.31.5741.851111 -2 .123 0 .006 12.1251z20.182 21.6 27 23.7611 1 .1.6061.851H1 -2 .068 0 .005 1.4431 v 20.182 21.6 27 23.761 .135 0 .012 2.1251z20.182 21.6 27 23.7611.6..1.6061.85IH2 -1 .000 0 .000 0 Iz20.182 21.6 27 23.761 1 I .6 I .6 IH1 1 .012 4.75 .006 14.251 v 20.182121.6 27 23.7611 4.1.8221.851 H2 -1 .047 0 .020 I.3981v20.182121.6 27 23.7611.2..1.5151.851H21 .012 4.25 .00614.251v20.182121.6 27 23.7611 4 .1.8221.851H2 -1 .012 14.25 .006 14.251x20.182121.6 27 23.76114 .1.8221.85 H2 -1 .012 14.25 .006 14.251x20.182121.6 27 23.7611 4 .1.8221.85 H2 1 .036 1 0 .0151.3981v20.182121.6 27 23.7611.2..1.511.851H21 .036 I 0 .0151.3981v20.182121.6 27 23.7611.2..1.511.851H211 .036 I 0 .0151.3981v20.182121.6 27 23.7611.2•.1.511.85111211 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 380 Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 658 101 659 111 660 121 661 13 662 14 663 15 664 16 665 17 666 18 66719 668 20 669 21 670 22 671 23 672 24 673 25 674 26 675 27 676 28 677 29 67830 679 31 680 32 681 33 682 34 683 35 684 36 685 37 686 38 687 39 688 40 689 41 690 42 691 43 692 44 693 45 694 46 695 47 696 48 697 49 698 50 69951 700 52 701 53 702 54 703 55 704 56 705 57 706 58 707 59 708 60 709 61 710 62 711 63 712 64 713 65 Shane UC Max LocfftlShea...Locfft ll... Fafksil Ftfksi Fbvfk...Fbzfk... Cb CmyCmz Eon .047 4.25 .008 14.251 v I20.182I 21.61 27 i23.7611.6..L.657 .85 I H2 -1 I .074 4.25 .005 13.8521v120 182 21.6 27 123.7611 451.6261.851H2 1 .040 4.25 .00414.25140182 21.6 27 23.7611.2..1.6551.851H1 -2 .076 4.25 .006 14.25Iv120.182 21.6 27 23.7611 4.G.6241.851H1 -2 .051 4.25 .0131.398140.182 21.6 27 23.76111 .1.6841.851H2 -1 .072 4.25 .015 1.398140.182, 21.6 27 23.7611.2..1.6341.851H2 -1 .052 4.25 .0161.3981v20.182 21.6 27 23.7611.246361.851H1 -2 .076 4.25 .0141.3981v120 182 21.6 27 23.7611 1 ..6171.851H21 .051 4.25 .013 1.3981 v 20.182 21.6 27 23.7611 1 _6841.851H21 .072 4.25 .0151.3981v1 21.6 27 23.7611.2..1.6341.85 H2 1 .052 4.25 .016 1.398140.182 21.6 27 23.761.2..1.6361.85 H1 -2 .076 4.25 .014I.3981v20.182 21.6 27 23.76 .1.6171.851H2 1 .051 4.25 .013 1.3981 x 20.182 21.6 27 23.761114.6841.851H .072 4.25 .015 1.3981 v 20.182 21.6 27 23.7611.246341.851H21 .052 4.25 .016 1.3981x20.182 21.6 27 23.7611.2..1.6361.851H1 -2 .076 4.25 .0141.39811x20.182 21.6 27 23.7611 1 .1.6171.851H2 -1 .042 4.25 .00514.25140.182 21.6 27 23.7611.71.6571.851H2 -1 .070 4.25 .004 12.1251z120 182 21.6 27 23.761 4.1.6261.851 H2 1 .036 4.25 .002 1 0 1 x 20182 21.6 27 23.7611.0.4.6551.851H1-2 .072 4.25 .004 13.807140.182 21.6 27 23.761 .1.6251.851H1-2 .017 4.25 .00814.25140.182 21.6 27 23.7611 4.1.8221.851H2 1 .072 0 .0321.3981v120.182 21.6 27 23.7611.3..1.5191.851H 1 .072 0 .0321.3981x20.182 21.6 27 23.7611.3..1.5191.851H21 .072 0 .0321.3981v20.182 21.6 27 23.7611.3..1.5191.851H21 .027 4.25 .009 1.3981 40.182 20.182 21.6 27 23.7611.0..1.4911.85 I H2 1 .015 4.25 .007 14.25140.182 21.6 27 23.7611 4.1.8221.851H2 -1 .015 4.25 .00714.251x20.182 21.6 27 23.7611 4.1.8221.851H2 -1 .015 4.25 .00714.251v120 182 21.6 27 23.7611 4 •8221.851H2 1 .015 4.25 .00714.251x20.182 21.6 27 23.7611 4..8221.851H21 .027 4.25 .009 1.398140. 21.6 27 23.7611.0 .1.491I.851H2 1 .015 4.25 .007 14.25140.182 21.6 27 23.7611 4.1.8221.851H2 -1 .015 4.25 .007 4.251v 20.182 21.6 27 23.7611 4.1.8221.851 H2 1 .015 4.25 .007 4.25140.182 21.6 27 23.7611 4.1.8221.851H2 1 .015 4.25 .007 14.251 40.182 20.182 21.6 27 23.7611 4.1.8221.851 H2 1 .027 4.25 .0091.398140.182 21.6 27 23.7611.0..1.4911.851H2 .015 4.25 .007 14.251 40.182 20.182 21.6 27 23.7611 4.1.8221.851 H2 1 .015 4.25 .00714.251x20.182 21.6 27 23.7611 4.1.8221.851H2 -1 .015 4.25 .007 14.251 40.182 20.182 21.6 27 23.7611 4.1.8221.851 H2 1 .015 4.25 .00714.251x20.182 21.6 27 23.7611 4.1.8221.851H2 -1 .027 4.25 .0091.3981v20.182 21.6 27 23.7611 0--I-4011.851H2 1 .027 4.25 .0091.3981v20.182 21.6 27 23.7611 0..1.4911.851H2 -1 .027 4.25 .0091.3981v20. 21.6 27 23.7611.0..1.4911.851H2 -1 .027 4.25 .009 1.398 40.182 21.6 27 23.7611.0.4.4911.861H2 1 .027 4.25 .009 1.398 40.182 21.6 27 23.7611.0..1.4911.851 H2 1 .027 4.25 .0091.3981v120 182 21.6 27 23.7611.0.4.4911.851H21 .027 4.25 .0091.3981v20.182 21.6 27 23.7611.0..1.4911.851H2 1 .027 4.25 .0091.3981x20.182 21.6 27 23.7611 0..4.4911.851H21 .027 4.25 .0091.3981x20.182 21.6 27 23.7611 0..1.491I.851H2 1 .027 4.25 .009 1.39811/20.18 21.6 27 23.7611.0..1.4911.851H2 -1 .027 4.25 .0091.3981x20.182 21.6 27 23.7611.0 4.4911.851H2 1 .027 4.25 .009 1.3981 40.182 20.182 21.6 27 23.7611.04.4911.851H2 1 .073 4.25 .00913.8071v20.182 21.6 27 23.7611 151.6651.851H2 1 .112 4.25 .011 1.398140.182 21.6 27 23.7611 1 .1.6281,851H2 -1 .067 4.25 .012 1.398140.182 21.6 27 23.7611.2..1.648.851H1 -2 .111 4.25 .008 1.3981 v I20.182 21.6 27 23.7611.0.1.622 .851H1-2 .011 4.25 .005 14.251 v 20.182 21..6 27 23.7611 4.1.8221.851 H2 1 RISA -3D Version 8 0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 381 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 1 1 1 t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 LC Member 66 67 68 69 70 71 72 1 M11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 211 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Shane W14X53 UC Max .011 .011 .011 .060 .100 .052 .104 .000 .013 _042 .013 .013 .013 .033 .033 .033 _038 .091 .043 .094 .041 .067 .042 .084 .041 .067 .042 .084 .041 .067 .042 084 033 .086 .038 .090 .018 .065 .065 .065 .025 .015 .015 .015 .015 .025 .015 .015 .015 .015 .025 .015 .015 .015 .015 .025 LocfftjShea...Locfftl... Fafksil 4.25 .005 4.25 v20.182 4.25 005 4.25Iv120.182 4.25 .005 14.251 00.182 20.182 4.25 .008 14.2511/120.182 4.25 .006 12.1251220.182 4.25 .002 14.251 v 20.182 4.25 .006 13.852100 20 182 0 .0001 0 1z120.182 4.25 .012 I 0 Iv20.182 0 .028 1.3981 v 20.182 4.25 .012 1 0 1020.182 4.25 .012 1 0 Iv20.182 4.25 .012 I 0 Iv20.182 O .024 1.3981 v 20.182 O .024 1.3981v120 182 0 .024 1.3981 v 20.182 4.25 .011 I 0 Iy20.182 4.25 .010 1.3981 v 20.182 4.25 .013 I 0 Iv20.182 4.25 .015 1.3981w- 20.182 4.25 .024 1.398I v 20.182 4.25 .022 1.3981 v 20.182 4.25 .025 1.3981 v 20.182 4.25 .027 1.3981 v 20.182 4.25 .024 1.3981 v 20.182 4.25 .022 1.3981 00.182 20.182 4 25 .025 1.3981 00.182 120.182 4.25 .027 1.398100 182 4.25 .024 1.3981 v 20.182 4.75 .022 1.3981 00.182 20.182 4 25 .025 1.398100.182 4.25 .027 1.3981 00.182 120.182 4.25 .006 I 0 1v120.182 4.25 .007 12.1251 z 20.182 4 25 .008 I 0 100.182 4.25 .010 1.4431 v 20.182 4.25 .017 I 0 100.182 0 .040 1.3981 v 20.182 O .040 1.3981 v 20.182 O .040 1.3981v 20.182 O .022 1.3981 v 20.182 4.25 .015 I 0 100.182 4.75 .015 I 0 Iv20.182 4.75 .015 I 0 100.182 120.182 4.25 .015 1 0 100.182 0 .022 1.398100 182 4 25 .015 I 0 100.182 4.25 .015 I 0 100.182 4.25 .015 I 0 1v20.182 4.25 .015 I 0 1v20.182 0 .022 1.3981 v 20.182 4.251 .015 I 0 Iv20.182 4.251 .015 I 0 100.182 4.251 .015 I 0 100.182 4.251 .015 I 0 100.182 0 I .022 1.3981 v 20.182 Ftfksi Fbvfk...Fbzfk... Cb Cm Cmz Ean 21.6 27 23.7611 4.1.8221.851 H2 -1 21.6 127 23.7611 4.1.8221.851 H2 1 21.6 127 23.7611 4.1.8221.851 H2 -1 21.6 127 23.7611.6..1.6571.85 I H2 1 21.6 1 27 23.7611 4.1.6261.85 I H2 1 21.6 27 23.7611.0..1.6551.851H1 -2 21.6 27 23.7611 4.1.6251.85 I H 1 -2 21.6 27 23.761 1 I .6 I .6 I H 1 1 21.6 27 23.7612.31.2931.851 H2 -1 21.6 27 23.7612.0..1.3031.851H2-1 21.6 27 23.7612.31.2931.851 H2 1 21.6 27 23.7612.31.2931.851H21 21.6 27 23.7612.31.2931.851H21 21.6 27 23.7612.1 .1 .3521.85 I H2 1 I 21.6 27 23.7612.1 .1.3521.851H2-1 I 21.6 27 23.7612.1 .1.3521.851 H2 -1 I 21.6 27 23.76 2.3 614.851 H2 1 I 21.6 27 23.7612.31.5591.851H1-2 21.6 27 23.7612.31.6011.851H1 -2 21.6 27 23.7612.31.5641.851 H2 1 21.6 27 23.7612.0..1.6021.851H2 1 21.6 27 23.7612.0..1.5631.851 H 1 -2 21.6 27 23.7612.2..1.6121.851H1 -2 21.6 27 23.7612.271.561.851H2 1 21.6 27 23.7612.0..1.602 .851 H2 -1 21.6 27 23.7612.0..1.563 .851H1-2 21.6 27 23.7612.2..1.6121.85 H1 -2 21.6 27 23.7612.271.561.85 H2 1 21.6 27 23.7612.0..1.6021.85 I H2 1 21.6 27 23.7612.0..1.5631.851H1-2 21.6 27 23.7612.2..1.6121.851H1 -2 21.6 27 23.7612.271.561.851 H2 -1 21.6 27 23.7612.31.6111.85 I H2 -1 21.6 27 23.7612.31.561.851H1 -2 21.6 27 23.7612.31.6031.851H1 -2 21.6 27 23.7612.31.5631,851H2 1 21.6 27 23.7612.31.2931.851112 -1 21.6 27 23.7611.9..1.2761.85 I H2 1 21.6 27 23.7611.9-1.2761.851H2-1 21.6 27 23.7611.9..1.2761.851 H2 1 21.6 27 23.7612.31.9881.851 H2 1 21.6 27 123.7612.31.2931.851H2 -1 21.6 27 23.7612.31.2931.851 H2 1 21.6 27 23.7612.31.2931.851 H2 -1 21.6 27 23.7612.31.2931.851H2 21.6 27 23.7612.31.9881.851H2 1 21.6 27 23.7612.31.2931.851H2 -1 21.6 27 23.7612.31.2931.851H2 -1 21.6 27 23.7612.31.2931.851H2 -1 21.6 27 23.7612.31.2931.851H21 21.6 27 23.7612.31.9881.851 H2 -1 21.6 27 23.7612.31.2931.85 H2-1 21.6 127 23.7612.31.2931.85 H2 -1 21.6 127 23.7612.31.2931.851H2 1 21.6 127 23.7612.31.2931.851 H2 1 21.6 I .27 23.7612.31.9881.851 H2 1 RISA -3D Version 8.0.3 N. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 382 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 770 50 771 51 772 52 773 53 774 54 775 55 776 56 777 57 778 58 779 59 780 60 781 61 782 62 783 63 784 64 785 65 786 66 787 67 788 68 789 69 790 70 791 71 792 72 793 1 M12 794 2 795 3 796 4 797 5 798 6 799 7 800 8 801 9 802 10 803 11 804 12 805 13 806 14 807 15 808 16 809 17 810 18 811 19 812 20 813 21 814 22 815 23 816 24 817 25 818 26 819 27 820 28 821 29 822 30 823 31 824 32 825 33 Shaoe HSS6X.. UC Max LocfftjShea.. .025 .025 .025 .025 .025 .025 .025 .025 .025 .025 .025 .058 .114 .061 .139 .011 .011 .011 .011 .048 .123 .055 .129 .000 .005 .029 .005 .005 .005 .023 .023 .023 -071 .007 .106 .010 .046 .024 .095 .022 .046 .024 .095 .022 .046 .024 .095 .022 .071 .005 .104 .008 .008 .044 .044 .044 0 0 0 0 0 0 0 0 0 0 0 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 0 0 0 0 0 0 0 0 0 5.702 0 9.953 9.953 3.94 0 0 0 3.94 0 0 0 3.94 0 0 0 6.324 9.953 9.953 9.953 0 0 0 0 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .022 .021 .018 .024 .027 .011 .011 .011 .011 .010 .009 .012 .015 .000 .001 .002 .001 .001 .001 .002 .002 .002 .002 .003 .002 .003 .001 .001 .002 .003- .001 .001 .002 .003 .001 .001 .002 .003 .001 .003 .001 .003 .001 .003 .003 .003 Locfftl... FafksilLFtfksil .398 40.182 21.6 .3981v120182 .3981 v 120.182 .3981v120.182 .3981 40.182 120.182 .3981 v 120.182 .3981 v 120.182 .3981x120182 3981 v 20.182 3981 v 120.182 .3981v 120.182 .3981x120.182 O Iv120.182 .3981v120 182 .3981v120.182 0 Iv120 182 0 140.182 O Iv1 O 140.182 0 Iv1 182 2.1251z120.182 0 140.182 .443 1 v 120.182 0 1z1 9.9531v119.043 0 1v119 043 9.9531 v 119.043 9.9531v119.043 9.9531v119.043 0 1v119.043 0 109.043 0 1v1 O Iv119.043 9.9531v1 9.9531v119.043 9.9531 v 119.043 0 1v119.043 0 1v119.043 9.9531v119.043 0 1v119.043 0 Iv119.043 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27 -6 27.6 27.6 27.6 27.6 27.6 27.6 0 1v1 27.6 9.9531 09.043 119.043 27.6 O 1v119.043 27.6 0 1v119.043 27.6 0 1v119.043 27.6 9.9531v119.043 27.6 0 1v119.043 27.6 0 11/119.043 27.6 0 v119.043 27.6 9.953 v119.043 27.6 9.9531v119.043 27.6 9.9531 v 119.043 27.6 0 1v119.043 27.6 0 1v119.043 27.6 0 Iv119.043 27.6 Fbvfk...Fbzfk... Cb Cmy�Cmz Eon 27 23.7612.31.988 .551H2 1 27 23.7612.31.9881.85 H2 -1 27 23.7612.31.9881.85 H2 1 27 23.7612.31.9881.8511121 27 23.7612.31.9881.851H2-1 27 23.7612.31.8881.851H2 1 27 23.7612.31.9881.851H2 1 27 23.7612.31.9881.851112 1 27 23.7612.31.9881.851H 1 27 23.7612.31.9881.851 27 23.7612.31.9881.851H 1 27 23.7612.31.6081.851H2 1 27 23.7612.31.5611.851H1 -2 27 23.7612.31.6061.851H1 -2 27 23.7612.31.5621.851H2 1 27 23.7612.31.2931.851H2 1 27 23.7612.31.2931.851112 1 27 23.7612.31.2931.851H2 1 27 23.7612.31.2931.851H2 -1 27 23.7612.31.6111.851112 27 23.7612.31.561.851H1-2 27 23.7612.31.6031.851H1 -2 27 23.7612.31.5631.851H2 1 30.36.30.3611 751 .6 I .6 1 H 1 11 27.6 27.6 11 1 .1.3311.851H1 1 1 27.6 27.6 1 1 1.4921.85 I H 1 1 27.6 27.6 11 1 .1.3311.851H1 1 27.6 27.6 11 1 .1.3311.851H1 1 27.6 27.6 11 1 .1.3311.851H1 1 27.6 27.6 1 1 1.4881.851111 1 27.6 27.6 11 1.4881.85 I H 1 1 27.6 27.6 11 1.4881.851 H 1 1 30.36 30.361 1 1 4971.85 I H2 1 27.6 27.6 11.0 .1.931.85I H 1 -2 27 -6 27 -6 11.3-1.761.851H1 1 27.6 27.6 11.2..1.7261.851 H 1 -2 30.36 30.361 1 1.4991.851H2 1 27.6 27.6 1 1 1.6311.851 H 1 1 27.6 27.6 11.251.4731.851H1 1 27.6 27.6 11 1.2751.85 I H 1 1 30.36 30.361 1 1.4991.851H2 1 27.6 27.6 11 16311.851 H 1 1 27.6 27.6 11.251.4731.851H1 1 27.6 27.6 1 1 1.2751 .851H1 I 30.36 30.361 1 1.4991.851H2 27.6 27.6 11 1.6311.851 H 1 1 27.6 27.6 11.251.4731.851H1 1 27.6 27.6 11 1275.551H1 1 27.6 27.6 1 1 1.52 .851H2-1 27.6 27.6 11.0..1.8811.851 112 1 27.6 27.6 11.351.6571.851H1 1 27.6 27.6 11.3..1.7591.851H1-2 27.6 27.6 11 1 .1.3311.851 H1 1 30.36 30.361 1 1.4951.85 I H 1 1 30.36 30.361 1 1.4951.85 I H 1 1 30.36 30.361 1 1.4951.851 H 1 1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 383 1 i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (Bv Item) (Continued) 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Shaoe M13 HSS6X.. UC Max LocfftlShea...Locfft l... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .018 0 .001 9.9531 vI19.043 27.6 27.6 27.6 11.04.4781.851H1 1 I .007 0 .001 9.953109.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.6111 .1.3311.851H1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.6111 .1.3311.851H1 1 .018 0 .001 9.9531v119.043 27.6 27.6 27.6 11.0..1.478I.85IH1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.6 I1 1 .1.3311.851H1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.6 11 1 .1..3311.85IH1 1 .007 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 4.3311.851H1 1 .018 0 .001 9.953v119.043 27.6 27.6 27.6 11.04.4781.851H1 1 .007 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .007 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .007 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 .1.331185(H1 1 .007 0 .001 9.953 v19.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .018 0 .001 9.953 v 19.043 27.6 27.6 27.6 11.0..1.4781.85IH1 1 .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.04.4781.851H1 1 .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.0.1.4781.851H1 1 .018 0 .001 9.953 v19.043 27.6 27.6 27.6 I1.0...478I.85IH1 1 .018 0 .001 9.953 v 19.043 27.6 27.6 27.6 11.0..1.4781.851H1 1 .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.0-4.4781.851H1 1 .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.0..1.4781.851H1 11 .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.0..1.4781.851H1 11 .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.0-4.4781.851H1 1 .018 0 .001 9.953 vI19.043 27.6 27.6 27.611.0.4.4781.851H1 1 .018 0 .001 9.953 v019.043 27.6 27.6 27.6 11.0...4781.851H1 1 I .018 0 .001 9.953 v119.043 27.6 27.6 27.6 11.0...4781.851H1 11 .096 5.08 .001 0 v119.043 27.6 30.36 1 1.5051.851H2-1 .021 0 .003 0 v119.043 27.6 27.6 27.6 I1 1 .1.7781.851 H 1 1 .159 9.953 .003 9.953 09.043 119.043 27.6 27.6 27.6 11.3..1.4121.851H1 1 .019 9.953 .005 9.953 v119.043 27.6 27.6 27.6 11.2..1.4551.851H1 1 .005 0 .001 9.953 vI19.043 27.6 27.6 27.6 11 1 ..3311.851H1 1 .005 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .005 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 .1.3311.851H1 1 .005 0 .001 9.953 v119.043 27.6 27.6 27.6 11 1 .1.3311.851 H 1 1 .102 6.324 .002 0 v119.043 27.6 27.6 27.61 1 1.5191.851H2 1 .007 9.953 .004 0 v119.043 27.6 27.6 27.6 11.0.4.8841.851H2-1 .149 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 1.34.6631.851H1 1 .011 9.953 .004 9.953 v119.043 27.6 27.6 27.6 1.3.4.7561.851H1-2 .000 0 .000 0 z119.043 27.6 30.3630.3611 751 .6 I .6 IHI 1 .007 0 .001 0 v119.043 27.6 27.6 27.611 4.1:5171.851 H 1 1 .031 0 .002 0 vI19.043 27.6 30.36 30.3611 7.1.2491.851111 1 .007 0 .001 0 v119.043 27.6 27.6 27.6 I1 4.1.5171.851H1 1 .007 0 .001 0 vI19.043 27.6 27.6 27.6 11 4.4.5171.851H1 1 .007 0 .001 0 v119.043 27.6 27.6 27.611 4.1.5171.851H1 1 .025 0 .001 0 v119.043 27.6 30.3630.3611.6..[.2541.851H111 .025 0 .001 0 V119.043 27.6 30.3630.3611.6..4.2541.8511 1 1 .025 0 .001 0 v119.043 27.6 0.3630.3611.64.2541.851M 1 .110 0 .002 0 v119.043 27.6 27.6 27.611.34.821.85IH1 1 .018 0 .002 0 v119.043 27.6 27.6 27.6 11.34.821.851111 -2I .072 4 147 .002 9.953 vI19.043 27.6 27.6 27.61 1 1.9671.851H2 -1 1 .015 0 .003 0 v119.043 27.6 30.36.30.3611.521.7861.851H1 -21 .102 0 .001 0 v119:043 27.6 27.6 27.6 11 4.1.3881.85 I H 1 1 .029 9.953 .002 0 v119.043 27.6 30.3630.3611•6..1.721.851H1 11 .043 2.488 .002 0 1 19 04 3 27.6 30.36 30.361 1 1.3241.851112 1 1 .030 0 .003 0 v119.043 27.6 30.3630.36117.1.5451.851H1 -21 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 384 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 882 181 883 191 884 201 885 211 886 221 887 231 888 24 889 25 890 26 891 27 892 28 893 29 894 30 895 31 896 32 897 33 898 34 899 35 900 36 901 37 902 38 903 39 904 40 905 41 906 42 907 43 908 44 909 45 910 46 911 47 912 48 913 49 914 50 915 51 916 52 917 53 918 54 919 55 920 56 921 57 922 58 923 59 924 60 925 61 926 62 927 63 928 64 929 65 930 66 931 67 932 68 933 69 934 70 935 71 936 72 937 1 M14 Shaoe HSS6X. Checked By UC Max LocfftjShea...Lo ft Fa ksi Ft ksi Fb k...Fbz k... Cb Cm Cmz E• n .102 0 .001 0 v 19 043 27.6 27.6 27.6 1 4 H1 1 .029 9.953 .002 0 v119. 043127 .6130.36130.36116..1.721.851H11 .043 2.488 .002 0 v119.043127.6130.36130.361 1 I.324I.85IH2 .030 0 .003 0 V119.043 27.6 130.36130.3611 7 .1.5451.851H1 .102 0 .001 0 v 119.043 27.6 127.6 1 27.6 11 4.1.3881.851 H 1 1 .029 9.953 .002 0 v119.043 27.6 130.3630.3611.64.721.851H1 1 .043 2.488 .002 0 v119.043 27.6 130.3630.361 1 1.3241.851H2 .030 0 .003 0 V119043 27.6 130.36130.3611 7 .1.5451.851H1 -2 .107 0 .002 0 09 043 27.6 127.6 127.6 11.3..1.8421.851H1 1 .015 0 .002 0 V119.043 27.6 127.6 127.6 11.271.8131.851H1-2 .073 3.525 .002 9.953 v119.043 27.6 127.6 127.61 1 1.9271.851H2 .012 0 .002 0 v119.043 27.6 I30.3630.36I1•5.1.792I.85IH1 -2 .009 0 .001 0 v119.043 27.6 127.6 27.611 4 .1.5171.85 I H 1 .047 0 .002 0 V119.043 27.6 130.36 30.3611.8..1.2461.851H1 .047 0 .002 0 v119.043 27.6 130.36 30.3611.8..1.2461.851 H 1 .047 0 .002 0 v119.043 27.6 130.36 30.3611 8..1.2461.851 H 1 .020 0 .001 0 v19.043 27.6 130.36 30.3611.5-1.2651.851H1 .008 0 .001 0 v 19.043 27.6 127.6 27.6 11 41.5171.851111 .008 0 .001 0 v119.043 27.6 127.6 27.6 11 4 .1.517185!H1 .008 0 .001 0 v119.043 27.6 127.6 27.6 1 4.1.5171.851H1 .008 0 .001 0 v119.043 27.6 127.6 27.6 1 4.1.5171.851H1 .020 0 .001 0 V119.043 27.6 130.3630.361 1.2651.85I H1 .008 0 .001 0 v119.043 27.6 127.6 27.611 4.1.5171.851H1 .008 0 .001 0 v119.043 27.6 127.6 27.6 I1 4.1.5171.851H1 .008 0 .001 0 V119.043 27.6 127.6 27.6 11 4.1.5171.85 I H 1 .008 0 .001 0 v119.043 27.6 127.6 27.6 11 4.1.5171.851H1 .020 0 .001 0 V119.043 27.6 130.3630.3611.5-112651.851H1 .008 0 .001 0 v119.043 27.6 127.6 27.6 11 4.1.5171.851H1 .008 0 .001 0 v 119 043 27.6 1 27.6 27.6 11 4.1.5171.85 I H1 .008 0 .001 0 v 119.043 27.6 127.6 27.6 11 4.1.5171.851H1 .008 0 .001 0 v119.043 27.6 127.6 27.6 -11 4.1.5171.851H1 .020 0 .001 0 v119.043 27 .6130.3630.3611.5..1.2681.851H1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5...2681.861H1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5...2651.851H1 .020 0 .001 0 v119.043 27.6 130.3630.3611.5.4.2681.851H1 .020 0 .001 0 v 119 043 27.6 130.36 30.3611.5 .1.26 H 1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5.1.2681.861H1 .020 0 .001 0 v119043 27.6 130.36 30.3611.5.4.2681.851H1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5..1.2681.851 H 1 .020 0 .001 0 v119043 27 .6130.3630.3611.5•.1.2681.851H1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5..1.2681.851 H1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5..1.2681.851 H 1 .020 0 .001 0 v119.043 27.6 130.36 30.3611.5..1.2681.851 H1 .166 0 .003 0 v119.043 27.6 127.6 27.6 11 4.1.5271.851 H 1 .034 0 .003 0 v 119.043 27.6 127.6 27.6114 1 1.851111 .097 2.903 .003 9.953 09.043 27.6 1 27.6 27.6 I 1 1.5211.851H2 .031 0 .004 0 v119.043 27.6 30.3630.3611 7.1.6771.851H1 .006 0 .001 0 v19.043 27.6 27.6 27.6 I1 4.1.5171.8511H1 1 .006 0 .001 0 v 19.043 27.6 27.6 27.6 11 4.1.5171.85IH1 1 .006 0 .001 0 v119.043 27.6 27.6 27.6 11 4.1.5171.851 H 1 1 .006 0 .001 0 v119.043 27.6 27.6 27.6 11 4.1.5171.851 H1 1 .154 0 .003 0 v119.043 27.6 27.6 27.6 I 1 .022 0 .003 0 V119.043 27.6 27.6 27.611.2..1.8131.851H1 -2 .104 3.525 .003 9.953 v119.043 27.6 27.6 27.6 1 1 1.931.851F12 .018 0 .003 0 v119.043 27.6 30.3630.3611.5..1.7921.851H1 .000 0 .000 0 1z119.043 27.6 30.3630.3611 751 .6 I .6 (Hi 1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 385 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955 956 957 958 959 960 961 962 963 964 965 966 967 968 969 970 971 972 973 974 975 976 977 978 979 980 981 982 983 984 985 986 987 988 989 990 991 992 993 Member Shape UC Max LoctftlShea...Locffti... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean .014 0 .002 9.9531v119.043 27.6 27.6 27.6 11 1 .1.8011.851H11 .030 9.953 .001 9.953109.043 27.6 27.6 27.611.3..1.4191.851H11 .014 0 .002 9.9531 09.043 119.043 27.6 27.6 27.6 11 1 .1.8011.851H11 .014 0 .002 9.953109.043 27.6 27.6 27.6 I1 1 .1.8011.851H11 .014 0 .002 9.9531v119.043 27.6 27.6 27.61 .1.8011.851H11 .026 9.953 001 9.9531v119.043 27.6 27.6 27.6 11.2..1.5081.851H1 1 .026 9.953 .001 9.95311/119.043 27.6 27.6 27.611.2..1.6081.851H11 .026 9.953 .001 9.9531x119.043 27.6 27.6 27.6 11.2.4.5081.851H1 1 .066 5.288 .001 0 1v119.043 27.6 27.6 27.61 1 1.7721.851H2-1 .022 9.953 .003 9.953 v119.043 27.6 27.6 27.6 11.3 .1.7391.851H1 2 .105 9.953 .003 9.953 y119.043 27.6 27.6 27.611.271.8981.851H1 1 .023 9.953 .001 0 I v 119.043 27.6 27.6 27.61 1 1.8871.851 H 1 1 .040 6.843 .001 0 1 v 119.043 27.6 27.6 27.6 1 1 1.8241.851H2 1 .030 0 .002 9.95311/119.043 27.6 27.6 27.6 I1.39I.922I.851H1 1 .095 9.953 .002 9.953109.043 27.6 27.6 27.6 11.3.4.3691.85 H1 1 .034 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11 1 1.7231.85 Hi 1 .040 6.843 .001 0 1v119.043 27.6 27.6 27.61 1 I.624I.851H2 -1 .030 0 .002 9.9531v119.043 27.6 27.6 27.611.391•9221.851H1 1 .095 9.953 .002 9.9531v119.043 27.6 27.6 27.6 11.3..1.3691.85 H1 1 .034 9.953 .001 9.953109.043 27.6 27.6 27.6 11 1 .1.7231.85 H1 1 .040 6.843 .001 0 1v116.043 27.6 27.6 27.6 1 1 1.6 .030 0 .002 9.953109.043 27.6 27.6 27.6 I1.391.9221.851H1 1 .095 9.953 .002 9.9531v119.043 27.6 27.6 27.611.3..1.3691.851H1 1 .034 9.953 .001 9.953109.043 27.6 27.6 27.6 11 1 •1.7231.851H1 1 .066 5.806 .001 0 1v119.043 27.6 27.6 27.61 1 1.7621.851H2 .019 9.953 .003 9.9531v119.043 27.6 27.6 27.6 I1.3..1. 2 .100 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.611.2..1.7581.851H1 1 .019 9.953 .001 0 1v119.043 27.6 27.6 27.6 11 1.8631.851H1 -2 .020 0 .002 9.953109.043 27.6 27.6 27.6111 .1.8011.851H1 1 .043 9.953 .001 9.953109.043 27.6 27.6 27.611.3-1.341.851H11 .043 9.953 .001 9.953109.043 27.6 27.6 27.611.3..1.341.851H1 1 .043 1 .001 9.953 x119.043 27.6 27.6 27.611.3..1.341.851H1 1 .024 19.953 .002 9.953 v119.043 27.6 27.6 27.6 11.2..1.7081.851H1 1 .017 0 .002 9.9531 09.043 119.043 27.6 27.6 27.6 11 1 .1.8011.851H1 1 .017 0 .002 9.9531v119.043 27.6 27.6 27.6 11 1 .1.8011.851H11 .017 0 .002 9.9531x119.043 27.6 27.6 27.6 I1 1 .1.8011.851H11 .017 0 .002 9.9531v119.043 27.6 27.6 27.611 1 .1.8011,851H1 1 .024 9.953 .002 9 .9531v1 19 0 43 27.6 27.6 27.611.2..1.7681.851H111 .017 0 .002 9.9531 09.043 119.043 27.6 27.6 27.6 I1 1 .1.8011.851H1 11 .017 0 .002 9.9531v119.043 27.6 27.6 27.6 11 1 .1.8011.851H11 .017 0 .002 9.953109.043 27.6 27.6 27.6 11 1 .1.8611.851H11 .017 0 .002 9.9531v119.043 27.6 27.6 27.6111 .1.8611.851H111 .024 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.611.2..1. .017 0 .002 9.9531 v 119.043 27.6 27.6 27.6 11 1 .1.8011.851H1 1 .017 0 .002 9.9531x119.043 27.6 27.6 27.6 11 1 .1.6011.851H11 .017 0 .002 9 .9531v1 1 9.043 27.6 27.6 27.61 .1.8011.851H11 .017 0 .002 9.9531x119.043 27.6 27.6 27.6111 .1.8011.851H11 .024 9.953 .002 9.9531 x 119.043 27.6 27.6 27.6 11.2..1.7081.85 I H 1 1 .024 9.953 .002 9.9531v119.043 27.6 27.6 27.611.2.•1.7081.851H1 1 .024 9.953 .002 9.9531 v 119.043 27.6 27.6 27.611.2..1.7081.851H1 1 .024 9.953 .002 9.9531v119.043 27.6 27.6 27.6 11.2.4.7081.851H1 1 .024 9.953 .002 9.9531v119.043 27.6 27.6 27.611.2..1.7081.851H1 1 .024 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.611.2.4.7081.851H11 .024 9.953 .002 9 953 1v1 19 .043 27.6 27.6 27.6 11.2..1.7081.851H1 1 .024 9.953 .002 9 953 1x1 19 .0 4 3 27.6 27.6 27.611•2••1•7081.851H1 1 .024 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.6 11.2..1.7081.851H1 1 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 386 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 994 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 LC Member 58 59 60 61 62 63 64 65 66 67 68 69. 70 71 72 1 M15 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Shane HSS6X. UC Max .024 .024 .024 .088 .036 .157 .039 .013 .013 .013 .013 .094 .027 .144 .027 .000 .015 .035 .015 .015 .015 .031 .031 .031 .111 .013 .063 .021 .100 .029 .039 .032 _100 .029 .039 .032 .100 .029 .039 .032 .105 .008 .065 .016 .021 .050 .050 .050 .029 .018 .018 .018 .018 .029 .018 .018 LocfftlShea...Locfftl... Fafksil 9.953 9.953 9.953 6.428 9.953 9.953 9.953 0 0 0 0 5.702 9.953 9.953 9.953 0 0 9.953 0 0 0 9.953 9.953 9.953 0 0 2.903 9.953 0 9.953 4.665 9.953 0 9.953 4.665 9.953 0 9.953 4.665 9.953 0 0 2.385 9.953 0 9.953 9.953 9.953 9.953 0 0 0 0 9.953 0 0 .002 .002 .002 .001 .004 .003 .002 .001 .001 .001 .001 .001 .004 .003 .002 .000 .001 .002 .001 .001 .001 .002 .002 .002 .003 .004 .002 .005 .003 .002 .001 .004 .003 .002 .001 .004 .003 .002 .001 .004 .002 .004 .002 .004 .002 .003 .003 .003 .002 .001 .001 .001 .001 .002 .001 .001 9.9531 v 119.043 9.9531 v 119.043 9.9531v119 043 0 1v1 9.9 119 043 9.953 1 v 119.043 0 109.043 119.043 9.9531v119 043 9.9531 v 119.043 9.9531 v 119.043 9.9 0 109.043 119.043 9.9531 v 119.043 9.9531 v 119.043 0 Iv 19.043 0 1z 19.043 9.9531v119 043 9.9531v119 043 9.9531v119.043 9.9531v119 043 9.9531 v 119.043 9.9531v119 043 9.9531 v 119.043 9.9531 v 119.043 0 Iv119.043 9.9531v119.043 9.9531 v 119.043 9.9531 v 119.043 O I V 119.043 9.9531 v 119.043 9 9.9531 v 119.043 O Iv119.043 9.9531v119 043 9.9531 v 119.043 9.9531 v 119.043 0 1V1 9.9531 v 119.043 9.9531v119 043 9.9531v 119.043 O 1v119.043 9.9531 v 119.043 9.9531 v 119.043 9.9531 v 119.043 9.9531 v 119.043 9.9531 v 119:043 9.9531 v 119.043 9.9531 v 119.043 9.9531 v 119.043 9.9531 v 119.043 9.9531v 119.043 9.9531 v 119.043 9.9531 v 119.043 9.9531 v 119.043 9.953Iv 119.043 9.9531 v 119.043 Ftfksil Fbvfk...Fbzfk... 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JagwnN qo f 8dr Jau6lsea s;onpoid pooh N99.101.109.10 Auedwoa Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 1106 26, 1107,27 1108 28 1109 29 1110 30 1111 31 1112 32 1113 33 1114 34 1115 35 1116 36 1117 37, 1118 38 1119 39 1120 40 1121 41 1122 42 1123 43 1124 441 1125451 1126 46 1127 47 1128 48 1129 49 1130 50 1131 51 1132 52 1133 53 1134 54 1135 55 1136 56 1137 57 1138 581 1139 591 1140 601 1141 611 1142 621 1143 63 1144 64 1145 651 1146 661 1147 671 114868 1149 69 1150 70 1151 71 1152 72 1153 1 M18 1154, 2 1155 3 1156 4 1157 5 1158 6 1159 7 1160 8 1161 9 Shane HSS8X. UC Max LocfftlShea...Locfft Fafksi Ftfksil Fbvfk...Fbzfk... 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X. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 389 t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC 1162110 1163111 1164112 1165 13 1166 14 1167115 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1217 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 1 1 Member Shaoe UC Max .060 .078 .063 027 .062 .076 .057 .036 .062 .076 057 .036 062 076 057 .036 .041 059 .045 .023 .066 .069 .069 ,069 .060 .056 ,056 .056 056 .060 056 .056 .056 056 .060 .056 .056 .056 .056 .060 .060 .060 .060 .060 .060 .060 .060 .060 .060 .060 .060 .078 .104 .079 .045 .042 LocfftlShea...Locfft Fafksi Ftfksil Fbvfk...Fbzlk... Cb CmvCmz Eon 9 .002 0 I z 24.582 27.6 130.36130.3611 7 .L.57 .586I H 1 -2 9 .004 0 z124.5821 27.6 130.36130.3611 0..1.5721.971 I H 1 -2 9 .002 0 z 4.5821 27.6 130.36130.3611.8..L.573I.547I H 1 -2 9 .001 0 z 04.5821 27.6 130.36130.3611.5..1.5761.6761 H 1 -2 9 .001 0 v124.5821 27.6 130.36130.3611 715711.58411-11-2 9 .003 0 z 24.582 27.6 130.36130.3611.6..[.5721.6421H1-2 9 .001 0 z124.582 27.6 130.36130.3611.9..1.5741.5321H1-2 9 .001 0 v124.582 27.6 130.36130.3611 7.1.5741.6041 H 1 -2 9 .001 0 v124.582 27.6 130.36130.3611 7.1.571 1.584I H 1 -2 9 .003 0 z24.582 27. 6130 .36130.3611.6..1.5721.6421H1 -2 9 .001 0 z24.582 27. 6 130 .36130.3611.9..1.5741.5321H1 -2 9 .001 0 v124.582 27.6 130.36130.3611 7.1.5741.6041H1-2 9 .001 0 v 24.582 27.6 30.36130.3611 7.1.5711.5841 H 1 -2 9 .003 0 z24.582 27.6 30 .36130.36I1.6..1.572I.642IH1 -2 9 .001 0 z24.582 27.6 30.36130.3611.9 .1.5741.5321H1-2 9 .001 0 v 24.582 27.6 130.36130.3611 7.1.5741.6041 H 1 -2 9 .001 0 v124.582 27.6 130.36130.3611.8..1.5681.5791H1-2 9 .003 0 z24.582 27.6 130.36130.3611.3..[.5721.7681H1-2 9 .001 0 v124.582 27.6 130.36130.3611.8..L5741.55611 9 .001 0 z 24.582 27.6 130.36130.3611.6..1.5731.6341 H 1 -2 9 .002 0 z 24.582 27.6 130.36130.3611.3..L.572I.7811 H 1 -2 9 .001 0 z124.582 27.6 130.36130.3611 7 .L.5731.5981 H 1 -2 9 .001 0 z 24.582 27.6 130.36130.3611 7 .L.5731.5981 H1-2 9 .001 0 z24.582 27.6 130.36130.3611 7.1.5731.5981H1 -2 9 .002 0 z24.582 27. 6130 .36130.3611.6..L.5721.6521 H1 -21 9 .002 0 z24.582 27. 6130 .36130.3611.3.1.5721.7811H1 -21 9 .002 0 z24.582 27.6 130 .36130.3611.3..L•5721.7811H1 -21 9 .002 0 z24.582 27.6 130 .36130.3611.3..1.572I.7811H1 -21 9 .002 0 z24.582 27.6 130.36130.3611.3.4.572.7811H1 -2 9 .002 0 z24.582 27.6 30.36130.3611.6..[.572 .6521H1-2 9 .002 0 224.582 27.6 30.36 30.3611.3.1.5721.7811H1-2 9 .002 0 z 4.582 27. 6130 .3630.3611.3..L.5721.7811H1 -2 9 .002 0 z 4.582 27.6 130.36130.3611.3.15721.7811H1-2 9 .002 0 z 24.582 27.6 130.36130.3611.3..L.5721.7811 H 1 -2 9 .002 0 z24.582 27. 6130 .36130.3611.6..L•572I.6521H1 -2 9 .002 0 z24.582 27, 6130 .36130.3611.3 9 .002 0 z124.582 27.6 130.36130.3611.3.1.5721.7811H1-2 9 .002 0 z 24.582 27.6 130.36130.3611.3.4.5721.7811H1-2 9 .002 0 z 24.582 27.6 130.36130.3611.3...5721.7811H1-2 9 .002 0 z 24.582 27.6 130.36130.3611.6...5721.6521H1-2 1 9 .002 0 z24.582 27. 6130 .36130.3611.6..1.5721.6521H1 -2I 9 .002 0 z 24.582 27.6 130.36130.3611.6..1.5721.6521H1-2 I 9 .002 0 z124.582 27.6 130.36 30.3611.6..1.5721.6521 H 1 -2 9 .002 0 z 24.582 27.6 30.36 30.3611.6..1.5721.6521 H 1 -2 9 .002 0 z24.582 27.6 30 .36I30.3611.6..L.5721.6521H1 -2 9 .002 0 z24.582 27.6 130 .36I30.36I1.6..L.572I.652IH1 -2 9 .002 0 z 24.582 27.6 130.36130.3611.6..1.5721.6521 H 1 -2 9 .002 0 z124.582 27.6 130.36I30.3611.6..L.572I.652I H 1 -2 9 .002 0 z 24.5821 27.6 130.36130.36I1.6..L.5721.6521 H 1 -2 9 .002 0 z124.582127.6 130.36130.3611.6.. L.572I.652I H 1 -2 9 .002 0 z 124.582127.6 I30.36I30.3611.6..L.5721.6521 H 1 -2 9 .002 0 v24. 5821 27. 6130 .36130.3611.8..1.5691.5811H1 2 9 .005 0 z24.5821 27.6 130.36130.3611 4 .L.5721.7151111-2 9 .002 0 z24.582I 27.6 130 .36130.3611.8..L.574I.551IH1 -2 9 .002 0 z124.5821 27.6 130.36130.3611 7J.5731.6111111-2 9 .001 0 z124.5821 27.6 130.36130.3611.3..L.572I.781 I H 1 -2 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BatkerFrameOpt5Mat.r3d] Page 390 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 1218 66 1219 67 1220 68 1221 69 1222 70 1223 71 1224 72 1225 1 M19 1226 2 1227 3 1228,4 1229 5 1230 6 1231 7 1232 8 1233 9 1234 10 1235 11 1236 12 1237 13 1238 14 1239 15 1240 16 1241 17 1242 18 1243 19 1244 20 1245 21 1246 22 1247 23 1248 24 1249,25 1250,26 1251 27 1252 28 1253 29 1254 30, 1255 31 1256 32 1257 33 1258 34 1259 35 1260 36 1261 37 1262 38 1263 39 1264 40 1265 41 1266 42 1267 43 1268 44 1269 45 1270 46 11271 47 11272 48 11273 49 Shaoe HSS8X.. Barker Support Member RISC ASD Steel Code Checks (By Item) (Continued) Checked By UC Max Locfft1Shea...Locfft l... Fafksi Ftlksil Fbvfk...Fbzfk... Cb CmyCmz Eon .042 9 .001 0 Iz124.582 27.6 l30 .36I30.36I1.3.4.572 -2I .042 9 .001 0 424.582 27.6130.36130.3611.34.57217811H1 .042 9 .001 0 z124.582 27.6 130 .36130.3611.3..1.5721.7811111 -21 .061 9 .002 0 v124.582 27.6 130.36130.3611.8.1.6691.681H1-21 .086 9 .005 0 z124.582 27.6 I 30 .36130.3611.3..1.5721.7891H1 -21 .066 9 .002 0. v124.582 27.6 130.36130.3611.871.5741.5561 H1-21 .033 9 .002 0 424.582 27.6 130.36130.3611.64.5731.638 H1-2 .000 0 .000 0 424.582 27.6 130.36130.3611 751 .6 1 .6 H1 1 .042 9 .002 0 424.582 27.6 130.36130.3611.8.4.5771.5711H1-2 .043 9 .001 0 z124.582 27.6 130.36130.3611.941.5951.5311H1 1 .042 9 .002 0 z124.582 27.6 130.36130.3611.8.1.5771.5711H1-2 .042 9 .002 0 424.582 27.6 130 .36130.3611.8..1.5771.5711111 -2 .042 9 .002 0 424.582 27.6 130.36130.3611.8.4.5771.5711H1-2 .043 9 .001 0 z24.582 27.6 130.36130.3612.1 4.5871.4541111 -2 .043 9 .001 0 z124.582 27.6 130.36130.3612.1 .1.5871.454101 -2 .043 9 .001 0 424.582 27.6 130.36130.3612.1 .1.5871.4541111 -2 .061 9 .003 0 z24.582 27. 6130 .36130.3611.8..1.5771.5641H1 -2 .094 9 .005 0 424.582 27.6 130.36130.3611.8.4.5771.5711H1-2 .052 9 .002 0 z24.582 27. 6130 .36130.3611.8..1.5781.5631H1 -2 .032 9 .002 0 424.582 27.6 130 .36130.3611.8..1.5751.571H1 -2 .057 9 .002 0 424.582 27.6 130 .36130.3611.8..1.5851.561IH1 -2 .082 9 .003 0 424.582 27.6 130 .36130.3611.9..1.581.5181H1 -2 .051 9 .001 0 04.582 27.6 130.36130.3611.8.1.591.5671H1-2 .044 9 .002 0 z124.582 27.6 130.36130.3611 1 .1.5691.8591H1-2 .057 9 .002 0 z124.582 27.6 130.36130.3611.8.4.5851.5611H1-2 .082 9 .003 0 z24.582 27.6 130.36I30.3611•9..L58I.5181H1 -2 .051 9 .001 0 04.582 27.6 130 .36I30.3611.8..1.591.5671H1 -2 .044 9 .002 0 z124.582 27.6 130.36130.3611 1 ..5691.8591H1-2 .057 9 .002 0 z124.582 27.6 130.36130.3611.8...5851.5611H1-2 .082 9 .003 0 424.582 27.6 130.36130.361.9 1.581.5181111 -2 .051 9 .001 0 v124.582 27.6 130.36130.361.8.1.691.5671H1-2 .044 9 .002 0 z124.582 27.6 130.36130.3611 1 .1.569.8591H1-2 .044 9 .002 0 z124.582 27.6 130.36130.3611.8..4576 .5641H 1 -2 .078 9 .004 0 z124.582 27.6 130.36130.3611.8.1.577 .5721H 1 -2 .036 9 .002 0 v124.582 27.6 130.36130.3611.8..1.5791.5631H1-21 .034 9 .002 0 z24.582 27.6 130 .36130.3611.8..1.5761.5671111 -21 .059 9 .002 0 z24.582 27.6 130 .36130.3611.8..1.577I.571IH1 -2 .056 9 .001 0 z 24.582 27.6 130.36130.3611 4 .1.6171.7481H1 1 .056 9 .001 0 424.582 27.6 130.36130.3611 4.1.6171.7481H1 11 .056 9 .001 0 424.582 27.6 130.36130.3611 44.6171.7481111 1 1 .051 9 .002 0 z24.582 27.6 130 .36130.3611.9 4.5811.5421111 -2 .051 9 .002 0 z124.582 27.6130.36130.360.8.1.5771.5711m-2 .051 9 .002 0 z124.582 27.6 130.36130.3611.8.1.5771.5711H1-2 .051 9 .002 0 z124.582 27.6 130.36130.3611.8.1.5771.5711H1-2 .051 9 .002 0 z124.582 27.6 130.36130.3611.8.4.5771.5711H1-2 .051 9 .002 0 z124.582 27.6 130.36130.3611.9 .45811.5421H 1 -2 .051 9 .002 0 z124.682 27.6 130.36130.3611.8.1.5771.5711H1-2 .051 9 .002 0 z124.582 27.6 130.36130.3611.8.4.5771.5711H1-2 .051 9 .002 0 424.582 27.6 130 .36130.3611.8..1.5771.5711H1 -2 .051 9 .002 0 424.582 27.6 130 .36130.3611.8..1.5771.5711111 -2 .051 9 .002 0 424.582 27.6 130 .36130.3611.9..1.5811.5421H1 -2 .051 9 .002 0 z24.582 27.6 130 .36130.3611.8..1.5771.5711H1 -2 .051 9 .002 0 z124.582 27.6 130.36130.3611.845771.5711H1-21 .051 9 .002 0 z24.582 27.6 130 .36130.3611.8..1.5771.5711H1 -21 .051 I 9 .002 0 z24.582 27.6 130 .36130.3611.8..1.5771.5711111 -21 .051 I 9 .002 0 z24.582 27. 6130 .36130.3611.9..1.5811.5421H1 -21 RISA 3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 391 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member MSC ASD Steel Code Checks (Bv Item) (Continued) LC Member 1274150 1275151 1276152 1277 1278 1279 1280 1281 1282 1283 1284 1285 1286 1287 1288 1289 1290 1291 1292 1293 1294 1295 1296 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 331 M20 Shaoe HSS8X.. UC Max .051 .051 .051 .051 .051 .051 .051 .051 .051 .051 .051 .078 .126 .066 _060 .038 .038 .038 .038 .065 .113 .053_ _048 000 .021 .095 .021 .021 .021 .074 .074 .074 .042 .031 .023 .012 088 .079 .081 .069 .088 .079 .081 .069 .088 .079 .081 .069 .034 .023 .017 .009 .029 .146 .146 .146 LocfftlShea...LOcfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eon 9 .002 0 I z 124.5821 27.6 I30.36130.3611.9..1.5811.542I H 1 2 9 .002 0 z124.582 27.6 130.36130.3611.9-1.5811.5421H1-2 9 .002 0 z 124.582 27.6 130.36130.3611.9..[.5811.5421H1-2 9 .002 0 z124.582 27. 6 130 .36130.3611.9..1.5811.5421H1 -2 9 .002 0 z124.582 27.6 130 .36130.3611.9..L5811.5421H1 -2 9 .002 0 z124.582 27.6 130.36130.3611.9-1.5811.5421H1-2 9 .002 0 z124.582 27.6 130.36130.3611.9 .1.5811.5421H 1 2 9 .002 0 z124.582 27.6 130.36130.3611.9 4.5811.5421H1-2 9 .002 0 z124.582 27.6 130.36 30.3611.9-L5811.5421111-2 9 .002 0 z124.582 27.6 130.36 30.3611.9...5811.5421H1-2 9 .002 0 z124.582 27.6 130.36130.3611.9..1.5811.5421 H 1 -2 9 .003 0 z124.582 27.6 130.36130.3611.551.581.5631H1-2 9 .006 0 z124.582 27.6 130 .36130.36I1.8..1.578I.556IH1 2 9 .003 0 v124.582 27.6 130.36130.3611 .845841.5651H1-2 9 .003 0 z124.582 27.6 130.36130.36 2.31.5741.3841H1 -2 9 .002 0 2124.582 27.6 130.36130.351.8...577.5711H1 -2 9 .002 0 z124.582 27.6 130.36130.3611.8...577 .571 I H 1 -2 9 .002 0 z124.582 27.6 130.36130.361 .8..1.5771.5711H 1 -2 9 .002 0 z124.582 27.6 130.36130.3611 .8.1.5771.5711 H1 -2 9 .003 0 z124.582 27.6 130.36130.3611.8.15761.5641H1 9 .006 0 z124.582 27.6 130.36130.3611.8.1.5771.5721H1 9 .003 0 v 124.582 27. 6130 .36130.3611.8..1.5791.5631H1 -2 9 .003 0 1z124.582 27.6 130.36130.3611.8..1.5761.5681 H 1 0 .000 0 1 z, 27.6 130.36130.3611 751 .6 1.6 I H 1 1 9 .001 0 z124.582 27.6 130.36130.3612.0..1.6021.4801-2 H 1 -2 9 .003 0 z124.582 27.6 130 .36130.36I1.5..1.563.6891H1 2 9 .001 0 z 24.582 27.6 130.36130 3612.0..L602 .4811H 1 -2 9 .001 0 z124.582 27.6 130.36130.3612.0..1.6021.4811 H 1 -2 9 .001 0 z124.582 27.6 130.36130.3612.0..1.6021.4811H1-2 9 .002 0 z124.582 27.6 130 .36130.3611.2..1.5651.831H1 -2 9 ..002 0 z124.582 27.6 130.36130.3611.2..1.5651.831 H 1 -2 9 .002 0 z124.582 27.6 130.36130.3611.2.1.5651.831H1-2 9 .002 0 v124.582 27.6 130 .36I30.3611.8..1.5991.5541H1 -21 9 .001 0 z124.582 27.6 130 .36130.3612.0..1.5911.4911H1 -2 9 .001 0 v124.582 27.6 130.36130.3611 74.6091.5991H1 0 .000 0 v124.582 27.6 130.36130.3612.1 .t.4581.448IH1 1 9 .003 0 z124.582 27.6 130.36130.3611.9..1.5661.5371 H 1 -2 9 .003 0 z124.582 27.6 130.36130.3611 .8.3.5671.5461H 1 -2 I 9 .003 0 z124.582 27.6 130.36130.3611 7.1.5631.5981 H1 -2 9 .002 0 z124.582 27.6 130 .36130.3611.5..1.5611.6611H1 -2 9 .003 0 z124.582 27.6 130.36130.3611.9..1.5661.5371 H 1 -2 9 .003 0 z124.582 27.6 130.36130.3611.8..1.5671.546 H1 -2 9 .003 0 z24.582 27.6 130.36130.3611 7.1.563.598 111 -2 9 .002 0 z124.552 27.6 130.36130.3611.5..1.561 .6611H1-2 9 .003 0 z124.582 27.6 130.36130.3611.9..1.5661.5371H 9 .003 0 z124.582 27.6 130.36130.3611.8..1.5671.5461 H 1 -2 9 .003 0 z124.582 27.6 130.36130.3611 7.1.5631.5981 H1-2 9 .002 0 z124.582 27.6 130.36130.3611.5..1.5611.661 H1 -2 9 .002 0 v124.582 27.6 130.36130.3611.8..1.5971.56 111-2 9 .001 0 z 4.582 27.6 30 .36130.3612.0..t.588I.4951H1 -2 9 .001 0 v 4.582 27.6 30.36130.3611 74.6211.5861H1-2 9 .001 0 I z124.582 27.6 130.36130.3612.31.5591.2031H1-2 9 .001 0 I z124.582 27.6 130.36130.3612.0..1.6021.4811 H 1 -2 9 .005 0 1 z124.582 27.6 130.36130.3611.6..1.5611.6411 H 1 -2 9 .005 0 I z124.582 27.6 130.36130.3611.6..1.5611.6411 H 1 -2 9 .005 0 Iz124.582 27.6 130 .36130.3611.6..1.561I.641IH1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page.392 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By' Member AISC ASD Steel Code Checks (By Item) (Continued) 1330 1331 1332 1333 1334 1335 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1361 1362 1363 1364 1365 1.366 1367 1368 1369 1370 1371 1372 1373 1374 1375 1376 1377 1378 1379 1380 1381 1382 1383 1384 1385 1 1 Member Shane M21 W14X53 UC Max Loc ft Shea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .059 9 .0021 0 I z I24.582I 27.6 130.36130.3612.31.571.2171111 -21 .025 9 .0011 0 z124.582 27. 6130 .36130.3612.0..1.6021.4811H1 -21 .025 9 .001 10 z 124.582 27.6 130.36130.3612.0 .1.6021.4811H 1 -2 I .025 9 .001 0 z 4.582 27.6 130.36130.3612.0..1.6021.4811 H 1 -21 .025 9 .001 0 z 4.582 27 6 130 .36130.3612.0..1.6021.4811111 -2 .059 9 .002 0 z 124.582 27.6 130.36130.3612.31.571.2171 H 1 -2 .025 9 .001 0 z124.582 27.6130.36130.3612.0.4.6021.4811H1-21 .025 9 .001 0 z 124.582 27.6 130.36130.3612.0..46021.4811H1-2 I .025 9 .001 0 z124.582 27.6 130.36130.3612.0..1.6021.4811H1-2 .025 9 .001 0 z 124.582 27.6130.36130.3612.0.16021.4811m-2 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -21 .025 9 .001 0 z124.582 27. 6130 .36130.3612.o..1.6021.4810-2I .025 9 .001 0 z124.582 27.6 130.36130.3612.0 .1.6021.481I H 1 -2 .025 9 .001 0 z124.582 27.6 130.36130.3612.0 j.6021.4811 H 1 -2 .025 9 .001 0 z24.582 27.6 130 .36130.3612.0..[.602.4811111 -2I .059 9 .002 0 z24.582 27.6 130.36130.3612.31.57 .2171H1 -21 .059 9 .002 0 z 24.582 27.6 130.36130.3612.31.571.2171H1-2 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -2 .059 9 .002 0 z124.582 27.6 130.36130.3612.31.571.2171 H 1 -21 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -21 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -2 .059 9 .002 0 z 4 .582 27. 6130.36130.3612.31.571.2171111 -2 .059 9 .002 0 z 4.582 27.6 130.36130.3612.31.571.2171 H 1 -2 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -2 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -21 .059 9 .002 0 z24.582 27.6 130.36130.3612.31.571.2171H1 -21 _059 9 .002 0 z24.582 27. 6130.36130.3612.31.571.217IH1 -2 .089 9 .003 0 z04.582 27.6 130 .36130.3611.8...5721.553IH1 -2 .074 9 .003 0 z 24.582 27.6 130.36130.3612.2...5731.4211H1-2 .070 9 .002 0 z124.582 27.6 130.36130.36 7 .5671.50 11 2 .047 9 .001 '0 z 24.582 27.6 130.36130: 361.51.561 .6981H12 .018 9 .001 0 z4.582 27. 6130.36130.362.0.. .018 9 .001 0 z 24.582 27.6 130.36130.36 2.0...6021.481 H1-2 .018 9 .001 0 z24.582 27.6 130.36130.36 .6021.481 H1 .018 9 .001 0 z124.582 27.6 130.36130.362.0. 6021.4811H 1 -2 .049 9 .003 0 v124.582 27.6 30.36130.361.86.5971.5591H1 -2 .034 9 .002 0 z 24.582 27.6 30.36130.362.0. .5881.494I 30.36130.362.0...5881.4941H1-2 .025 9 .002 0 v24.582 27.6 30.36130.36 .6191.5871111 .013 9 .001 0 z124.582 27.6 30.36130.36 2.3 .5561 .3 1111 -2 .000 0 .000 0 z 120.182 21.6 27 123.76 1 .6 1.6 I H 1 1 .003 2.878 .004 0 v 20 182 21:6 27 123.76 1 .541.851H1-2 .020 1.682 .016 1.24 v20 182 21.6 27 123.76 1 .5831.851H1 -2 .003 2.878 .004 0 v20.182 21.6 27 23.76 1 .541.851111 -2 .003 2.878 .004 0 v 20.182 21.6 27 23.76 1 .541.851111 -2 .003 2.878 .004 0 v20.182 21.6 27 23.76 1 .541.851H1 -2 .016 2.435 .013 1.24 v20.182 21.6 27 23.76 1 .5651.851111 -2 .016 2.435 .013 1.24 00.182 21.6 27 23.76 1 .5651.851111 -2 .016 2.435 .013 1.24 v20.182 21.6 27 23.76, 1 .5651.851111 -2 .038 0 .004 4.25 v20.182 21.6 27 23.76 1 .5551.851H1 -2 .032 0 .003 0 v120 182 21.6 27 23.76 2.1 ..5951.851H1-2 .039 0 .005 0 v20.182 21.6 27 23.761.62.561 .85IH21 .031 0 .004 0 v20.182 21.6 27 23.76 1 .592.851H1 -2 .041 0 .012 4.25 v20.182 21.6 1 27 23.76 1 .5581.851H1 -2 .035 0 .013 1.24 v20.182 21.6 127 23.76 1 .5951.851H1 -2 .040 0 .014 1.24 v120.182 21.6 1 27 23.761 1 .5571.85 I H2 1 1 .036 0 .013 1.24 v20.182 21.6 1 27 23.761 1 .5931.851111 -21 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d) Page 393 t 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 1386 1387 1388 1389 1390 1391 1392 1393 1394 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 1406 1407 1408 1409 1410 1411 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 LC Member 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M22 Shane W14X53 UC Max Locfft1Shea...Locfft l... Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Eon 041 0 .01214.25Iv120.182l21.6I 27 23.761 1 1.558 .851H1 -2 .035 0 .01311.241v120.182 21.6 27 23.761 1 1.5951.851H1 -2 .040 0 .01411.241v120.182 21.6 27 23.761 1 1.5571.851H2 -1 -036 0 .01311.2411/120.182 21.6 27 23.76 1 1!.5931.851H1 -2 .041 0 .01214.251v120.182 21.6 27 23.76 1 1.5581.851H1 -2 .035 0 .01311.241v120.182 21.6 27 23.76 1 1.5951.85 I H 1 -2 .040 0 .01411.241x120.182 21.6 27 23.76 1 1.5571.851H2 1 .036 0 .01311.2411/120.182 21.6 27 23.76 1 I.5931.851H1 -2 .037 0 .00314.251v120.182 21.6 27 23.76 1 .5561.851H1 -2 .031 0 .0021 0 1v120.182 21.6 27 23.761.6. 5951.851H 1 .038 0 .004 I 0 v120.182 21.6 27 23.76 1.5 .561.851H2 -1 .030 0 .0031 0 40.182 21.6 27 23.76 1 .5931.851H1 -2 .004 2.878 .0051 0 Iv120.182 21.6 27 23.76 1 .541.851H1 -2 .032 1.638 .02511.2841v120.182 21.6 27 23.76 1 .5961.851H2 1 .032 1.638 .025 11.2841 v 120 182 21.6 27 23.76 1 5961.851 H2 1 .032 1.638 .02511.28411/120.182 21.6 27 23.76 1 5961.851H2 .012 2.568 .0101.4431v120.182 21.6 27 23.76 1 .5111.851H1 -2 .003 2.878 .0051 0 1v120.182 21.6 27 23.76 1 .541.851111 -2 .003 2.878 .0051 0 1v120.182 21.6 27 23.76 1 .541.851H1 -2 .003 2.878 .0051 0 11/120.182 21.6 27 23.76 1 .54 .851H1 -2 .003 2.878 .0051 0 1v120.182 21.6 27 23.76 1 .54 .851H1 -2 .012 2.568 .0101.4431 21.6 27 23.76 1 .5111.851H1 -2 .003 2.878 .0051 0 Iv120.182 21.6 27 23.76 1 .541.851H1 -2 .003 2.878 .0051 0 11/120.182 21.6 27 23.76 1 .541.851H1 -2 .003 2.878 .0051 0 11/120.182 21.6 27 23.76 1 .541.851111 -2 .003 2.878 .0051 0 11/120.182 21.6 27 23.76 1 .541.851H1 -2 .012 2.568 .010 1.4431 v 120.182 21.6 27 23.76 1 .5111.85 I H 1 -2 .003 2.878 .0051 0 1v120.182 21.6 27 23.76 1 .541.851H1 -2 .003 2.878 .0051 0 11/120.182 21.6 27 23.76 1 .541.851111 -2 .003 2.878 .0051 0 11/20.182 21.6 27 23.76 1 .541.851H1 -2 .003 2.878 .0051 0- Iv20.182 21.6 27 23.76 1 .541.851H1 -2 .012 2.568 .010 1.443Iv120.182 21.6 27 23.76 1 .5111.851111 -2 012 2.568 .0101 44311/120.182 21.6 27 23.76 1 .5111.85IH1 -2 .012 2.568 .0101.4431v120.182 21.6 27 23.76 1 .5111.851H1 -2 .012 2.568 .010 1.44311/120.182 21.6 27 23.76 1 .5111.851111 -2 .012 2.568 .0101.44311/120182 21.6 27 23.76 1 .5111.85IH1 -2 .012 2.568 .0101.443Iv120.182 21.6 27 23.76 1 .5111.851111 -2 .012 2.568 .0101.443100.182 21.6 27 23.76 1 .5111.851H1 -2 .012 2.568 .0101.4431v120.182 21.6 27 23.76 1 .5111.851H1 -2 .012 2.568 .010 1.443Iv120.182 21.6 27 23.76 1 .5111.85IH1 -2 .012 2.568 .0101.44311/120.182 21.6 27 23.76 1 .5111.851H1 -2 .012 2.568 .010 1.44311/120182 21.6 27 23.76 1 .5111.851111 -2 .012 2.568 .010 1.4431 v 120.182 21.6 27 23.76 1 .5111851H1-2 .062 0 .01014.2511/120.182 21.6 27 23.76 1 .5571.851H1 -2 .052 0 .010 1.443Iv120.182 21.6 27 23.76 1 .5951.851111 -2 .063 0 .0121.44311/0.182 21.6 27 23.76 2.3.5591.85IH2 -1 .052 0 .011 1.443Iv120.182 21.6 27 23.76 1 .5931.85!H1 -2 .002 2.878 .0031 0 Iv120.182 21.6 27 23.76 1 .541.85IH1 -2 .002 2.878 .003 I 0 11/120.182 21.6 27 23.76 1 .541.85IH1 -2 .002 2.878 .0031 0 100182 120182 21.6 27 23.76 1 .541.85!H1-2 .002 2.878 .0031 0 11/120.182 21.6 27 23.76 1 .54I.85IH1 -2 .054 0 .00414.2511/120.182 21.6 27 23.76 1 .5561.85IH1 -2 .044 0 .0031 0 Iv120.182 21.6 27 23.761.6...5951.851111 -2 .055 0 .0051 0 11/120.182 21.6 27 23.761.51 .561.85IH2 -1 .043 0 .0041 0 1v120.182 21.6 27 23.76 1 .5931.85IH1 -2 .000 0 .0001 0 Iz118.079 21.6 27 23.76 1 .6 I .6 IH1 1 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 394 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC 14421 2 14431 3 14441 4 1445 5 1446 6 1447 7 1448 8 1449 9 1450 10 1451 11 1452 12 1453 13 1454 14 1455 15 1456 16 1457 17 1458 18 1459 19 1460 20 1461 21 1462 22 1463 23 1464 24 1465 25 1466 26 1467 27 11468 28 11469 29 11470 30 11471 31 1472 32 1473 33 1474 34 1475 35 1476 36 1477 37 1478 38 1479,39 1480 40 1481 41 1482 42 1483 43 148444 1485 45 1486 46 1487 47 1488 48 1489 49 1490 50 1491 51 1492 52 1493,53 1494 54 1495 55 1496 56 1497 57 Member Shane UC Max Loc(ft1Shea...Loc(ft l... Fa(ksi Ft(ksil Fbv(k...Fbz(k... Cb CmvCmz Ean .012 0 1.009 8.51v118.079121.6I 27 123.761 1 1.232 .851H1-2 .039 8.5 I .030 8.5 1v118.079 21.6 27 123.7611.5-- L221.851H1 -2 .012 0 .009 8.5 1v118.079 21.6 27 23.761 1 1.2321.851111 -2 .012 0 .009 8.5 1v118.079 21.6 27 23.761 1 L2321.851111 -2 .012 0 .009 8.5 1v118.079 21.6 27 23.761 1 1.2321.851H1 -2 .032 8.5 .025 8.5 109.079 118.079 21.6 27 23.7611.6.4.2061.851H1-2 .032 8.5 .025 8.5 1v118.079 21.6 27 23.7611.6..1.2061.851H1 -2 .032 8.5 .025 8.5 1v118.079 21.6 27 23.7611.6.1.2061.851H1-2 .051 8.5 .010 8.5 1v118.079 21.6 27 23.7612.31.231.851H1 -2 .029 0 .010 8.5 Iv118.079 21.6 27 23.761 1 1.2021.851H21 .046 0 .009 8.5 1v118.079 21.6 27 23.761 1 I.2341.851H2 1 .023 8.5 .009 8.5 1v118.079 21.6 27 23.7612.31.2011.851H1 -2 .062 8.5 .025 8.5 1v118.079 21.6 27 23.7611.5..1.2311_851H1 -2 .043 8.5 .026 8.5 1v118.079 21.6 27 23.7611 7.1 .2 1.851H2 .055 8.5 .025 8.5 1v118.079 21.6 27 23.7611.6..1.2331,851112 1 .041 8.5 .025 8.5 1v118.079 21.6 27 23.7611.5..1.2011.851H1 -2 .062 8.5 .025 8.5 1v118.079 21.6 27 23.7611.5..1.2311.851H1 -2 .043 8.5 .026 8.5 1v1 21.6 27 23.7611 7 .1..2 I.851H 1 .055 8.5 .025 8.5 1v118.079 21.6 27 23.7611.6..1.2331.851H21 .041 8.5 .025 8.5 1v1 21.6 27 23.7611.5..1.2011.851H1 -2 .062 8.5 .025 8.51v1 21.6 27 23.7611.5..1.2311.85 H1 -2 .043 8.5 .026 8.5 v118.079 21.6 27 23.7611 7.1 .2 1.85 H2 -1 .055 8.5 .025 8.5 v 118.079 21.6 27 23.7611.6..1.233 _851 H2 1 .041 8.5 .025 8.5 1v118.079 21.6 27 23.7611.5..1.201 .851111 -2 .046 8.5 .006 8.5 1v118.079 21.6 27 23.7612.161.2311.851H1 -2 .024 0 .006 8.5 Iv118.079 21.6 27 23.761 1 !.2021.851H2 -1 .042 0 .005 8.5 Iv118.079 21.6 27 23.761 1 1.2331.851112 1 .019 8.5. .005 8.5 108.079 118.079 21.6 27 23.7612.1 .1.2011.851111 -2 .017 0 .013 8.5 1v118.079 21.6 27 23.761 1 1.2321.851H1 -2 .058 8.5 .045 8.5 1v118.079 21.6 27 23.7611 481.2391.851H1 .058 8.5 .045 8.5 v118.079 21.6 27 23.7611 481.2391.85 H1 -2 .058 8.5 .045 8.5 v118.079 21.6 27 23.7611 481.2391.85 H1 -2 .028 8.5 .022 8.5 1v118.079 21.6 27 23.7611.8..1.2121.851H1-2 .014 0 .011 8.5 1v1 21.6 27 23.761 1 1.232I.851H1 -2 .014 0 .011 8.5 1v118.079 21.6 27 23.761 1 1.232I.851H1-2 .014 0 .011 8.5 1v118.079 21.6 27 23.761 1 1•2321.851H1 -2 .014 0 .011 8.5 Iv118.079 21.6 27 23.761 1 1.2321.851H1 .028 8.5 .022 8.5 I v 118.079 21.6 27 23.7611.8..1.2121.85 H1 .014 0 .011 8.5 1v118.079 21.6 27 23.761 1 1.2321.85 H1 -2 .014 0 .011 18.5 1v118.079 21.6 27 23.761 1 1•2321.851H1 -2 .014 0 .011 18.5 1v118.079 21.6 27 23.761 1 I.2321.851H1 -2 .014 0 .011 18.5 108.079 118.079 21.6 27 23.761 1 1.232 .851H1-2 .028 8.5 .022 18.5 Iv118.079 21.6 27 23.7611.8..1.212.851H1 -2 .014 0 .011 18.5 108.079 21.6 27 23.761 1 I.2321.851H1 -2 .014 0 .011 8.5 1v118.079 21.6 27 23.761 1 1.2321.851H1 -2 .014 0 .011 8.5 108.079 21.6 27 23.761 1 1.2321.851H1 -2 .014 0 .011 18.5 1v1 21.6 27 23.761 1 I.2321.851H1 -2 .028 8.5 .022 18.5 Iv 18.079 21.6 27 23.7611.8..1.2121.851H1 -2 .028 8.5 .022 8.5 Iv 18.079 21.6 27 23.7611.8..1.2121.851H1 -2 .028 8.5 .022 8.5 1v118.079 21.6 27 23.7611.8..1.2121.851H1 -2 .028 8.5 .022 8.5 1v1 21.6 27 23.7611.8..1.2121.851H1 -2 .028 8.5 .022 8.5 1v118.079 21.6 27 23.761 .028 8.5 .022 8.5 1v118.079 21.6 27 23.7611.8.•1.2121.851111 -21 .028 1 8.5 .022 8.5 1v118.079 21.6 27 23.7611.8..1.2121.851H1-21 .028 18.5 .022 8.5 1v118.079 21.6 27 23.7611.8..1.2121.851H1 -21 .028 1 8.5 .022 8.5 1v118.079 21.6 27 23.7611.8..1.2121.851H1-21 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 395 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 1498 1499 1500 1501 1502 1503 1504 1505 1506 1507 1508 1509 1510 1511 1512 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 LC Member Shaoe 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M23 W14X53 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 311 321 3311 341 351 361 371 381 391 401 411 UC Max Locfft1Shea...Locfft`... FafksilFtfksil .028 8.5 .022 8.51v118.0791 21.6 .028 8.5 .022 8.5 Iv118.079 21.6 .028 8.5 .022 8.5 Iv118.079 21.6 .083 8.5 .022 8.5 I v 118.079 21.6 .048 8.5 .023 8.5 1v118.079 21.6 .072 8.5 .021 8.5 1v118.079 21.6 .045 8.5 .021 8.51v118.079 21.6 .011 0 .008 8.5 1v118.079 21.6 .011 0 .008 8.5 I v 118.079 21.6 .011 0 .008 8.5k/118.079 21.6 .011 0 .008 8.5 1x118.079 21.6 066 8.5 .009 8.5 1v118.079 21.6 .035 0 .009 8.5 1v118.079 21.6 .061 0 .008 8.5 11/118.079 21.6 .028 8.5 .007 8.5 Iv118.079 21.6 .000 0 .000 0 Iz120.182 21.6 _016 4.25 .012 3.8521v120.182 21.6 .021 4.25 .018 3.8521v120 182 21.6 .016 4.25 .012 3.8521vI20.182 21.6 .016 4.25 .012 3.8521v120.182 21.6 .016 4.25 .012 3.8521 v 120.182 21.6 .020 4.25 .016 3.8521x120.182 21.6 .020 4.25 .016 3.8521vI20.182 21.6 .020 4.25 .016 3.8521v120.182 21.6 .065 0 .015 4.20611/120.182 21.6 .090 0 .016 3.8071v20.182 21.6 .054 0 .009 3.8521Iv120.182 21.6 .077 0 .009 3.852Iv120182 21.6 044 0 .019 4.0731v120 182 21.6 .067 0 .019 3.8521v120 182 21.6 .052 0 .014 3.8521v120.182 21.6 .064 0 .014 4 .0291v120.182 21.6 .044 0 .019 4.07311/20.182 21.6 .067 0 .019 3.8521 v 120.182 21.6 .052 0 .014 3.8521x120.182 21.6 .064 0 .014 4.029 v120.182 21.6 .044 0 .019 4.073 v120.182 21.6 .067 0 .019 3.8521 v 120.182 21.6 .052 0 .014 3.8521 v 120.182 21.6 .064 0 .014 4.0291v120.182 21.6 .060 0 .010 4251v120.182 21.6 .086 0 .012 2.9661v120.182 21.6 .053 0 .004 3.8521v20.182 21.6 .076 0 .006 2.1251z120.182 21.6 .022 4.25 .017 3.8521x120.182 21.6 028 0 .024 3.8521v 20.182 21.6 .028 0 .024 3.85211/00.182 21.6 .028 0 .024 3.8521 v 120.182 21.6 .022 4.25 .017 3.8521 v 120.182 21.6 .019 4.25 .014 3.8521v120.182 21.6 .019 4.25 .014 3.8521 v 120.182 21.6 .019 4.25 .014 3.8521v120.182 21.6 .019 4.25 .014 3.8521v120.182 21.6 .022 4.25 .017 3.8521v120.182 21.6 .019 4.25 .014 3.8521v120.182 21.6 .019 4.25 .014 3.8521v120.182 21.6 Fbvfk...Fbzfk... Cb Cm Cmz Eon 27 23.7611.8..1.2121.851111 -2 27 23.7611.8..1.2121.851H1 -2 27 23.7611.8..1.2121.851H1 2 27 23.7611 7.1.2311.851111 -2 27 23.7812.0 .1.2011.851 H2 -1 27 23.761 1 1.2331.851H2-1 27 23.7611.6..1 .2 1.851111 -2 27 23.761 1 1.2321.85 1111 -2 27 23.761 1 1.2321.85 I H 1 -2 27 23.761 1 1.2321.851H1-2 27 23.761 1 1.2321.851 H 1 -2 27 23.7612.1 .1.231.851H1 -2 27 23.761 1 1.2021.851H2 1 27 23.761 1 1.2331.851H2 1 27 23.7612.2..1.2011.851H1 -2 27 23.761 1 I .6 I .6 1111 1 27 2.3.761 2.31.4761.851H1 -2 27 23.7611 1 .1.4951.85 H1 27 23.7612.31.4761.85111 -2 27 23.76 2.31.4761.851H1 -21 27 23.76 2.31.4761.85IH1 -21 27 23.7611.3..1.4881.851111 -21 27 23.7611.3..1.4881.851H1-2 27 23.7611.3..1.4881.851 H1 -2 27 23.7612.31.578.851H1 -2 27 23.7612.31.561 .551H2 1 27 23.7611.8..1.5871.851 H2 1 27 23.7612.2..1.5581.851H1 27 23.7611.5..1.5791.851H1-2 27 23.7611 4 1.561.85 H2 1 27 23.7611 1 .1.5861.85 H2 -1 27 23.7611 1 .1.5581.851H1-2 27 23.7611.5..1.5791.851H1 -2 27 23.7611 4 .1.561.851112 1 27 23.7611 1 .1.5861.851H2 1 27 23.7611 1 .1.5581.851H1-2 27 23.7611.5..1.9791.851H1-2 27 23.7611 4.1.561.851H2 27 23.7611 1 .1.5861.851112 1 27 23.7611 1 .1.5581.851 H 1 -2 27 23.7612.31.581.851H1 -2 27 23.7612.31.561.851H2 1 27 23.7611 4.1.585 _851112 1 27 23.7612.0..1.559 .85 H1 27 23.7612.31.4761.85 H1 -2 27 23.7611.0..1.509I.851H1 -2 27 23.7611.0..1.5091.851H1-2 27 23.7611 0..1.5091.851H1-2 27 23.7611.6..1.4811.851H1 -2 27 23.7612.31.4761.851H1 -2 27 23.76 2.31.4761.851H1 -2 27 23.76 2.31.4761.851H1 -2 27 23.7612.31.4761.851H1-2 27 23.7611.6..1.4811.851H1 -2 27 23.7612.31.4761.851H1 -21 27 23.7612.31.4761.851H1 2 1 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 396 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC 1554 42 1555 43 1556 44 1557 45 1558 46 1559 47 1560 48 1561 49 1562 50 1563 51 1564 52 1565 53 1566 54 1567 55 1568 56 1569 57 1570 58 1571 59 1572 60 1573 61 1574 62 1575 63 1576 64 1577 65 1578 66 1579 67 1580 68 1581 69 1582 70 1583 71 1584 72 1585 1 1586 2 1587 3 11588 4 11589 5 11590 6 11591 7 1592 8 1593 9 1594 10 11595 11 1596 12 1597,13 1598 14 1599 15 1600 16 1601 17 1602 18 1603 19 1604 20 1605 21 1606 22 1607 23 1608 24 1609 25 Member Shaoe 1 M24 W14X53 UC Max Locfft1Shea...Locfft`... Falksi Ftfksi Fbvfk...Fbzfk... Cb Cm Cmz Eon .019 14.25 .014 3.8521420.182121.6 1 27 23.7612.31.4761.851H1 -2 .019 4.25 .014 3.852100.182121.6 27 23.7612.31.4761.85IH1 -2 .022 4.25 .017 3.8521 v 120.182 21.6 27 23.7611.8..1.4811.851H .019 14.25 .014 3.8521v120.182 21.6 27 23.7612.31.4761.85IH1 -2 .019 14.25 .014 3.8521v120.182 21.6 27 23.7612.31.4761.851H1 -2 .019 14.25 .014 3.8521/120182 21.6 27 23.7612.31.4761.851H1 -2 .019 14.25 .014 3.852Iv120.182 21.6 27 23.7612.31.4761.85IH1-2 .022 14.25 .017 3.852140.182 21.6 27 23.7611.6..1.4811.851H1 -2 .022 4.25 .017 3.8521v 0.182 21.6 27 23.7611.6..1.4811.851H1 -2 .022 4.25 .017 3.852140.182 21.6 27 23.7611.6..1..4811.851H1 -2 .022 14.25 .017 3.852Iv120.182 21.6 27 23.7611.6..1.4811.851H1 -2 .022 14.25 .017 3.852420.182 21.6 27 23.7611.6..1.4811.851H1 -2 .022 14.25 .017 3.8521v20.182 21.6 27 23.76I1.6..1.4811.851H1 -2 .022 4.25 .017 3.852140.182 21.6 27 23.7611.6..1.4811.85IH1 -2 .022 4.25 .017 3.852140.182 21.6 27 23.7611.6..1.4811.851H1 -2 .022 4.25 .017 3.8521420.182 21.6 27 23.7611.6..1.4811.851H1 -2 .022 4.25 .017 3.852140.182 21.6 27 23.76I1.6..1.481I.85IH1 -2 .022 4.25 .017 3.852140182 21.6 27 23.76I1.6..1.4811.851H1 -2 .022 4.25 .017 3.8521vI20182 21.6 27 23.76I1.6..1.4811.851H1 -2 .080 0 .021 4.251vp018 21.6 27 23.761 .1.581.851H -2 .117 0 .023 3.8521v120.182 21.6 27 23.7611.881.561.851 H2 1 .085 0 .013 3.8521 v 120.182 21.6 27 23.7611.2.4.5851.851H2 1 .112 0 .013 3.8521/120.182 21.6 27 23.7611.2.4.5591.851H1 -2 .014 4.25 .011 3.852140182 21.6 27 23.7612.31.4761.851H1 -2 .014 4.25 .011 3.8521v120182 21.6 27 23.76I2.31.4761.851H1 -2 .014 4.25 .011 3.852140182 21.6 27 23.7612.31.4761.851H1 -2 .014 4.25 .011 3.852140.182 21.6 27 23.7612.31.4761.851H1 -2 .086 0 .015 4.25140.182 21.6 27 23.7612.31.581.851H1 -2 .123 0 .017 2.9661 v 120.182 21.6 27 23.7612.3 .561.851H2-1 .076 0 .007 3.8521 40.182 120.182 21.6 27 23.761.5...5851.851 H2 1 .109 0 .009 2.125Iz120.182 21.6 27 23.762.0..1.5591.851H1 -2 .000 0 .000 0 zI20.182 21.6 27 23.761 1 I .6 I .6 IH1 r .016 4.25 .008 3.852 v120.182 21.6 27 23.7612.31.4851.851H1 -2 .023 4.25 .027 4.25140.182 21.6 27 23.7612.0..1.5331.851H1 -2 .016 4.25 .008 3.8521x120.182 21.6 27 23.7612.31.4851.881H1-2 .016 4.25 .008 3.852140.182 21.6 27 23.76I2.31.4851.851H1 -2 .016 4.25 .008 3.852140.182 21.6 27 23.7612.31.4851.851H1 -2 .018 4.25 .023 4.25140.182 21.6 27 23.7612.1 •4.611.851H1-2 .018 4.25 .023 4.25140.182 21.6 27 23.7612.1 1.611.851H1 -2 .018 4.25 .023 4.25140.182 21.6 27 23.7612.1 .1.611.851H1 -2 .058 0 .012 3.807140.182 21.6 27 23.7612.31.5791.851H1 -2 .105 0 .011 2.9661/120 21.6 27 23.7612.31.6051.851H2 -1 .050 0 .005 3.8521v120.182 21.6 27 23.7611.3.4.5761.851H21 .086 0 .005 4.25100.182 21.6 27 23.7611 7.1.6041.85IH1 -2 .041 0 .025 4.25100.182 21.6 27 23.7612.31.5691.851H1 -2 .076 0 .025 3.8521 v 120182 21.6 27 23.7612.2..1.6011.85 I H2 1 .032 0 .020 4.25100.182 21.6 27 23.7611.8.4.5861.851H2 1 .070 0 .021 3.8521v120.182 21.6 27 23.7611.9.4.6081.851H1 -2 .041 0 .025 4.25100.182 21.6 27 23.7612.3I.5691.85IH1 -2 .076 0 .025 3.8521v00.182 21.6 27 23.7612.2..1.6011.851H21 .032 0 .020 4.251/120.182 21.6 27 23.7611.8..1.5861.851H2-1 .070 0 .021 3.852100.182 21.6 27 23.76I1.9..1.608I.85IH1 -2 .041 0 .025 4.25100.182 21.6 27 23.7612.31.5691.851H1 -2 .076 0 .025 3.8521v120 182 21.6 27 23.7612.2.4.6011.851H2 1 .032 0 .020 4.25140.182 21.6 27 23.7611.8..1.5861.851H21 .070 0 .021 3.8521 40.182 120.182 21.6 27 23.7611.9.4.6081.851H1-2 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 397 i 1 86E abed [PEneW93dpalueijieVe8 \aweajiaVe8\oni3S splea\ \.11 0'8 uolsJan ac-vsi i Z "Z'3I9L'EZ LZ 9' LZ 1z81'o7I ^Iz58'E 17Z0• 19Z17 Z 1,1I9816Z91" 3'ZI9L'EZ LZ 9'1.Z 138L'OZI^I358'E 1720' I9Z4 3 "Z'z19L LZ 9'LZ 1z81'oZI ^1258'£ 1720' ISC Z 6' LI9LEZ LZ 9'LZIZ9L'OZI ^15217 L00'I9Z'4 Z LHIS8 6'L19L £Z LZ 9'11.Z IZ81.'OZI ^1924 L00 Z LH1 98 198L1"6' LZ 9'I2IZ9VOZI^ISZ'17 L00' I9Z'17 Z -LH198 19L9'1E'Z19L'£Z LZ 9' 1.Z IZ8L'OZIN358'E 0£0' 19617 Z 6'L19LEZ LZ 9`LZ IZ9L'04^I9Z1 LOO I9Z17 L LHI 9' 1 9' 1 1. 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JagwnNN qor a o0 8dr Jeu6isaa s ;on P d P M Naa.1a uaa.0 Auedwoa Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 1666 1667 1668 1669 1670 1671 1672 1673 1674 1675 1676 1677 1678 1679 1680 1681 1682 1683 1684 1685 1686 1687 1688 1689 1690 1691 1692 1693 1694 1695 1696 1697 1698 1699 1700 1701 1702 1703 1704 1705 1706 1707 1708 1709 1710 1711 1712 1713 1714 1715 1716 1717 1718 1719 1720 1721 LC Member 101 111 121 131 14 15 16 1 17 1 18 19 1 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Shaoe UC Max LocfftlShea...Locfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eon .046 4.25 .009 14.25 00.182 21.6 27 23.7612.31.6371_85IH1 -2 .042 4.25 .008 14.25100.182 21.6 27 23.7611.8..1.6051.851H1 -2 .045 4.25 .006 14.251 00.182 120.182 21.6 27 23.7611.6..1.6331.551H2-1 .038 4.25 .00714251v20182 21.6 27 23.7612.2..1.6081.851H1 .064 4.25 .025 13.852100.182 21.6 27 23.7612.31.6351.851H1 -2 .059 4.25 .025 13.852100.182 21.6 27 23.762.1 .1.605.851111 -2 .062 4.25 .024 13.8521 v 0.182 21.6 27 23.76 2.1 .1.635.851 H2 1 .058 4.25 .024 13.852100.182 21.6 27 23.7612.31.6071.85 H1 -2 .064 4.25 .025 13.852100.182 21.6 27 23.7612.3 .6351.85 H1 .059 4.25 .025 13.8521v120 182 21.6 27 23.7612.1 ..6051.851111 -2 .062 4.25 .024 13.852 v 120182 21.6 27 23.7612.1 .1.6351.851H2-1 .058 4.25 .024 13.852 v 20.182 21.6 27 23.7612.31.6071.851H1 -2 .064 4.25 .025 13.8521v 20.182 21.6 27 23.7612.31.6351.851H1 -2 .059 4.25 .025 13.8521v20.182 21.6 27 23.7612.1 ..6051.851H1 -2 .062 4.25 .024 13.8521 00.182 120.182 21.6 27 23.7612.1 ..6351.851H2 1 .058 4.25 .02413.8521x00 21.6 27 23.7612.31.6071.851H1 -2 .042 4.25 .006 14.25100.182 21.6 27 23.76 2.31.6361.851H1 -2 .038 4.25 .00514.251x20.182 21.6 27 23.7617 .16051.851H1 .041 4.25 .00314.251x00.182 21.6 27 23.761 4. .034 4.25 .004 14.251 00.182 120.182 21.6 27 23.7612.31.6071.851111 -2 .014 4.25 .010 14.25100.182 21.6 27 23.7611.9.•1.7861.851111 -2 .070 4.25 .045 13.807100182 21.6 27 23.7612.31.60 1 .070 4.25 .045 13.807100.182 21.6 27 23.7612.31.6041.851112 -1 .070 4.25 .045 13.807100.182 21.6 27 23.7612.31.6041.851H2 -1 .030 4.25 .02013.85211/0.182 21.6 27 23.7612.2..1.6621.851 H1 .012 4.25 .009 14.25100.182 21.6 27 23.7611.9..1.7861.851H1 -2 .012 4.25 .009 14.25100.182 21.6 27 23.7611.9.1.7861.551H1-2 .012 4.25 .009 14.25100182 21.6 27 23.7611.9.1.7861.851111 -2 .012 4.25 .009 14.25100.182 21.6 27 23.761.9 .1.7861.55 H1 .030 4.25 .020 13.852Iv 0182 21.6 27 23.762.2..1.6621.85 H1 .012 4.25 .00914.251v 0.182 21.6 27 23.7611.9..1.7861.851H1 -2 .012 4.25 .00914.251x00.182 21.6 27 23.7611.9.4.7861.851H1 -2 .012 4.25 .0091425Iv20.182 21.6 27 23.7611.9..1.7861.851111 -2 .012 4.25 .009 14.25100.182 21.6 27 23.7611.9.•1.7861.851H1 -2 .030 4.25 .020 13.8521 00.182 00.182 21.6 27 23.761 .012 4.25 .009 14.251v20.182 21.6 27 23.7611.9.1.7861.851H1 .012 4.25 .00914.251x00.182 21.6 27 23.7611.94.7861.851H1 .012 4.25 .009 14.251x20.182 21.6 27 23.761.9.1.7861.851H1 -2 .012 4.25 .00914.251v00.182 21.6 27 23.76 1.9 .1.7861.851H1 -2 .030 4.25 .02013.8521v00.182 21.6 27 23.7612.2.1.6621.851H1 .030 4.25 .020 13.8521 00.182 00.182 21.6 27 23.7612.2..4.6621.851F11-2 .030 4.25 .02013.85211/120.182 21.6 27 23.7612.2.4.6621.851111 -2 .030 4.25 .020 I3.852Iv 0.182 21.6 27 23.7612.2.1.6621.851H1 -2 .030 4.25 .020 1 00.182 0.182 21.6 27 23.7612.2.4.6621.851H1-2 .030 4.25 .020 13.8521 v 00.182 21.6 27 23.7612.2.1.6621.851111 -2 .030 4.25 .02013.8521x00.182 21.6 27 23.7612.2.16621.851H1 -2 .030 4.25 .02013.8521v00.182 21.6 27 23.7612.2.16621.851H1 -2 .030 4.25 .020 13.852 v20.182 21.6 27 23.7612.2.1.6621.851111-2 .030 4.25 .020 3.852 v20.182 21.6 27 23.76 2.2..16621.851H1-2 .030 4.25 .020 3.852100.182 21.6 27 23.76 2.2..1.6621.851111 -2 .030 4.25 .020 13.852100.182 21.6 27 23.7612.2.16621.85 H1 -2 .081 4.25 .022 13.8521v00.182 21.6 27 23.7612.31.6351.85 H1 -2 .074 4.251 .021 13.8521 v 20.182 21.6 27 23.7612.0.1.6051.551H1-2 .079 4.251 .01813.852100.182 21.6 27 23.7611.9..1.6341.851H2 -1 .070 4.251 .020 13.8521 v 20.182 21.6 27 23.7612.31.6071.851111 -2 .009 4.251 .007 14.251 00.182 00.182 21.6 27 23.7611.9 4 7861.851 H1 -2 RISA -3D Version 8 0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 399 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 1722 66 1723 67 1724 68 1725 69 1726 70 1727 71 1728 72 1729 1 M26 1730 2 1731 3 1732 4 1733 5 1734 6 1735 7 1736 8 1737 9 1738 10 1739 11 1740 12 1741 13 1742 14 1743 15 1744 16 1745 17 1746 18 1747 19 1748 20 1749 21 1750 22 1751 23 1752 24 1753 25 1754 26 1755 27 1756 28 1757 29 1758 30 1759 31 1760 32 1761 33 1762 34 1763 35 1764 36 1765 37 1766 38 1767 39 1768 40 1769 41 1770 42 1771 43 1772 44 1773 45 1774 46 1775 47 1776 48 1777 49 Shape W14X53 UC Max LocfftjShea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... 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Cb CmvCmz Eon .018 0 .014 1.3981v120.1821 21.6 27 23.7612.31.6621.851H1 -2 .019 0 .0281 0 'v120.182121.6 27 23.7612.2..1.7441.851H21 .018 0 .0141.3981v120.182 21.6 27 23.7612.31.6621.851H1 -2 .018 0 .014I.3981v120.182 21.6 27 23.7612.31.6621.851H1 -2 .018 0 .014 .3981v120.182 21.6 27 23.7612.31.6621.851H1 -2 .019 0 .024 .1331x120.182 21.6 27 23.7612.31.7181.851H1 -2 .019 0 .0241.1331v20.182 21.6 27 23.7612.31.7181.851H1 -2 .019 0 .0241.1331x20.182 21.6 27 23.7612.31.7181.85IH1 -2 .044 4.25 .011 I.398140.182 21.6 27 23.7612.31.5981.85IH1 -2 .103 4.25 .019 1.44311 0.182 21.6 27 23.7612.31.6081.85I H2 1 .049 4.25 .016 1.39811P00.182 21.6 27 23.7612.31.5951.85IH2 1 .080 4.25 .0091 0 Iv20.182 21.6 27 23.7612.31.6091.851H1 -2 .032 4.25 .022 1.39811/120.182 21.6 27 23.7612.0..1 .6 1.851 H 1 -2 .076 4.25 .028 1.398 v120.182 21.6 27 23.7612.31.6071.851H2 1 .036 4.25 .027 I 0 v0.182 21.6 27 23.7612.31.5931.851H2 1 .062 4.25 .021 1 0 Iv 0.182 21.6 27 23.7612.0..1.611.851H1 -2 .032 4.25 .022 1.3981v ,P0.182 21.6 27 23.7612.0..1 .6 1.851H1 -2 .076 4.25 .028 1.3981v20.182 21.6 27 23.7612.31.6071.85 H2 -1 .036 4.25 .027 I 0 11/20.182 21.6 27 23.7612.31.5931.85 H2 -1 .062 4.25 .021 1 0 IIv20.182 21.6 27 23.7612.0..1.611.85 H1 -2 .032 4.25 .022 1.3981v20.182 21.6 27 23.7612.0..1 .6 1.85 H1 -2 .076 4.25 .028 1.39811/120.182 21.6 27 23.7612.31.6071.851H2 1 .036 4.25 .0271 0 Iv 9182 21.6 27 23.7612.31.5931.851H2 1 .062 4.25 .021 1 0 Iv20.182 21.6 27 23.7612.0..1,611.851H1 -2 .038 4.25 .0051.3981v20.182 21.6 27 23.7611.9..1.5971.851H1 -2 .097 4.25 .013 11.28411/120.182 21.6 27 23.7612.31.6081.851H2 1 .043 4.25 .011 1.3981v20.182 21.6 27 23.7612.31.5951.851H2 1 .079 4.25 .00512.125Iz20.182 21.6 27 23.761.8..1.6091.851H1 -2 025 0 .019 1.3981v20.182 21.6 27 23.76 2.31.6621.85!H1 -2 .023 0 .0401 0 1x20.182 21.6 27 23.7612.1 .1.7891.85IH2 1 .023 0 .0401 0 Iv 0.182 21.6 27 23.7612.1 .1.7891.851H21 .023 0 .040 1 0 I v 0.182 21.6 27 23.7612.1 .1.7891.85 I H2 1 .022 0 .0241.398Iv 0.182 21.6 27 23.7612.31.691.851H1 -2 .022 0 .0161.39811/ 0.182 21.6 27 23.7612.31.6621.851H1 -2 .022_ 0 .016 1.3981v 0.182 21.6' 27 23.7612.31.6621.851H1 -2 .022 0 .016 1.3981v120.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .0161.3981x20.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .0241.3981x20.182 21.6 27 23.7612.31.691.851H1 -2 .022 0 .016 1.398100.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .016 1.398111/20.182 21.6 27 23 7612.31.6621.851H1 -2 .022 0 .016 I.398Iv20.182 21.6 27 24.7612.31.6621.85IH1 -2 .022 0 .0161.3981x20.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .024 1.3981 v 20.182 21.6 27 23.7612.31.691.851H1-2 .022 0 .0161.3981x20.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .0161.3981v20.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .016 1.3981v120.182 21.6 27 23.7612.31.6621.85IH1 -2 .022 0 .0161.3981v20.182 21.6 27 23.7612.31.6621.851H1 -2 .022 0 .024 1.398Iv20.182 21.6 27 23.76 2.31.691.851H1 -2 .022 0 .024 1.3981v20.182 21.6 27 23.76 2.31.691.851H1 -2 .022 0 .0241.3981v20.182 21.6 27 23.7612.31.691.85IH1 -2 .022 0 .024 1.39811/20.182 21.6 27 23 7612.31.691.851H1 -2 .022 0 .024 1.398Iv20.182 21.6 1 27 23.7612.31.691.851H1 -2 .022 0 .024 1.39811/120182 21.6 127 23.7612.31.691.85 I H 1 -2 .022 0 .024 1.3981 v 20.182 21.6 1 27 23.7612.31.691.851111-2 .022 0 .024 1.398) v 20.182 21.6 127 23.7612.31.691.85 I H 1 -2 .022 0 ..0241.3981v20.182 21.6 127 23.7612.31.691.85IH1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 404 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC 2002 58 2003 59 2004 60 2005 61 2006 62 2007 63 2008 64 2009 65 2010 66 2011 67 2012 68 2013 69 2014 70 2015 71 2016 72 2017 1 M30A 2018 2 2019 3 2020 4 2021 5 2022 6 2023 7 2024 8 2025 9 2026 10 2027 11 2028 12 2029 13 2030 14 2031 15 2032 16 2033 17 2034 18 2035 19 2036 20 2037 21 2038 22 2039 23 2040 24 2041 25 2042 26 2043 27 2044 28 2045 29 2046 30 2047 31 2048 32 2049 33 2050 34 2051 35 2052 36 2053 37 2054 38 2055 39 2056 40. 2057 41 Member Shane 1 1 HSS6X. UC Max LocfftjShea...Locfft Fafksi Ftfksi Fbvfk...Fbzrk... Cb CmvCmz Ean .022 0 .024 .398 v120.182� 21.6 27 23.7612.31.691.851H1 -2 .022 0 .024 .3981vI20.182 21.6 27 23.7612.31.691.851H1 -2 .022 0 .024 .3981v120.182 21.6 27 23.7612.31.691.851H1 -2 .056 4.25 .020 .3981v120.182 21.6 27 23.7612.0..1.5981.851H1 2 .140 4.25 .031 .3981 v 120.182 21.6 27 23.7612.31.6081.851H21 .064 4.25 .027 .1331v120.182 21.6 27 23.7612.31.5951.851H21 .114 4.25 .017 .3981 v 120.182 21.6 27 23.7612.0..1.6091.851H1-2 .016 0 .012 .3981v120.182 21.6 27 23.7612.31.6621.851H1 -2 .016 0 .012 .3981 v 120.182 21.6 27 23.7612.31.6621.851H1-2 .016 0 .012 .3981vI20.182 21.6 27 23.7612.316621.851H1 -2 .016 0 .012 .3981v120.182 21.6 27 23.7612.31.6621.851H1 -2 .054 4.25 .008 .3981v120182 21.6 27 23.7611.9...5971.851H1 -2 .139 4.25 .020 1.2841v120 182 21.6 27 23.7612.3 .6081.851H2 1 .062 4.25 .016 .398M20182 21.6 27 23.7612.31.5951.851H21 .113 4.25 .006 2.1251z120182 21.6 27 23.7611.9..1.6091.851H1 -2 .000 0 .000 0 1z119.043 27.6 30.3630.3611751.6 1 .6 11 1 1 .017 0 .001 0 1v119.043 27.6 27.6 27.6 11 .t.7381.851H1 11 .027 9.953 .001 9.9531v119.043 27.6 27.6 27.6 1.3-0021.851H11 .017 0 .001 0 Iv119.043 27.6 27.6 27.6 11 1 ..7381.851H11 .017 0 .001 0 1v1 27.6 27.6 27.6 I1 1 •1.7381.851H1 11 .017 0 .001 0 1v1 27.6 27.6 27.6 I1 1 .t.7381.851H1 1 I .025 9.953 .001 9.9531v119.043 27.6 27.6 27.6 1.2..1.8351.851H1 1 .025 9.953 .001 9.9531v119.043 27.6 27.6 27.6 1.2..1.8351.851H1 1 .025 9.953 .001 9.9531v119.043 27.6 27.6 27.611.2..1.8351.851H1 1 .066 7.05 .001 0 1v119.043 27.6 30.3630.361 1 1.8271.851H21 .023 9.953 .005 0 1v119.043 27.6 27.6 27.6111 .1.6831.851H11 .115 9.953 .003 9.9531 09.043 119.043 27.6 27.6 27.6 11 1 .1.6211.851H11 .012 0 .004 0 Iv119.043 27.6 27.6 27.6 I1 0..1.8311.851H1 1 .043 5.806 .001 0 1v119.043 27.6 27.6 27.61 1 1.9281.851H2 -1. .029 9.9 .004 9.9531v 19.043 27.6 27.6 27.6 11 1 .t.7471.8511 1 .098 9.953 .002 9.9531v19.043 27.6 27:6 27.6 I1.2..t.7051.85tH1 1 .021 3.94 .003 9.9531x119.043 27.6 27.6 27.611.3.19941.851H11 .043 5.806 -001 0 109.043 27 -6 27.6 27.61 1 1.9281.85IH2 -1 .029 9.953 .004 9.9531v119043 27.6 27.6 27.61 1 .1.7471.851H1 1 .098 9.953 002 9.9531v119.043 27.6 27.6 27.6 I1.2..t.7051.851H1 1 .021 3.94 .003 9.9531 09.043 119.043 27.6 27.6 27.611.3 .1.9941.851H 1 1 .043 5.806 .001 0 1v119.043 27.6 27.6 27.61 1 1.9281:851H2 -1 .029 9.953 .004 9.9531 09.043 119.043 27.6 27.6 27.6111 .1.7471.851 H 1 1 .098 9.953 .002 9.9531v119.043 27.6 27.6 27.611.2..t.7051.85IH1 1 .021 3.94 .003 9.9531v119043 27.6 27.6 27.6 I1.3..t.9941.851H1 1 .068 7.568 .001 0 109.043 119.043 27.6 27.6 27.61 1 1.8761.851H2 1 .016 9.953 .005 0 1v1 043 27.6 27.6 27.6 11.2..1.6581.851H1 1 .108 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.6 11.2..1.5211.851 H 1 1 .005 0 .004 9.9531v119.043 27.6 27.6 27.611.0 .1.9421.851H1 1 .024 0 .002 0 1v119.043 27.6 27.6 27.6111 .1.7381.851H1 1 .036 9.953 .001 9.9531v119.043 27.6 30.3630.3611.551.9331.851H1 1 .036 9.953 .001 9.9531v119.043 27.6 30.3630.3611.551.9331.851H1 1 .036 9.953 .001 9.9531 09.043 119.043 27.6 30.3630.3611.551.9331.851H1 1 .026 9.953 .002 9.9531v119.043 27.6 27.6 27.611.1 .L781.851H1 1. .021 0 .002 0 1v1 27.6 27.6 27.6 11 1 .1.7381.851H1 1 .021 0 .002 0 109.043 27.6 27.6 27.6111 .1.7381.851H1 1 .021 0 .002 0 1v1 27.6 27.6 27.6 I1 1 .17381.85IH1 1 .021 0 .002 0 1v119.043 27.6 27.6 27.6 I1 .1 .1.7381.851H1 1 .026 9.953 .002 9 9 53109.0 4 3 27.6 27.6 27.6 11 1 .1 781.851H1 1 .021 0 .002 0 109.043 119.043 27.6 27.6 27.6 11 1 .1.7381.851 H 1 1 .021 0 .002 0 109.043 119.043 27.6 27.6 27.6 11 1 .1.7381.85 I H 1 1- RISA -3D Version 8.0 3 [T Calcs_ Struc\ BaikerFrame \BarkerFrameOpt5Mat.r3d] Page 405 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (Bit Item) (Continued) 2058 2059 2060 2061 2062 2063 2064 2065 2066 2067 2068 2069 2070 2071 2072 2073 2074 2075 2076 2077 2078 2079 2080 2081 2082 2083 2084 2085 2086 2087 2088 2089 2090 2091 2092 2093 2094 2095 2096 2097 2098 2099 2100 2101 2102 12103 2104 2105 12106 12107 2108 2109 2110 2111 2112 12113 Member Shane M31 HSS6X.. UC Max .021 .021 .026 .021 .021 .021 .021 .026 .026 .026 .026 .026 .026 .026 .026 .026 .026 .026 .026 .092 .034 .166 .018 .016 .016 .016 .016 .098 .024 .155 .008 .000 .021 .030 .021 .021 .021 .028 .028 .028 .118 .032 .064 .022 .100 .035 .040 .029 .100 .035 .040 .029 .100 .035 :040 .029 LocfftlShea...Locfft l... Fafksi Ftfksi Fbvfk...Fbzfk... Cb Cm Cmz Eon O .0021 0 I v I19.043l 27.6 27.6 27.6 I1 1 .4.7381 .851H1 11 O .0021 0 v119 043 27.6 27.6 27.611 1 .1.7381.851H1 1 9.953 .002 19.953 v119.043 27.6 27.6 27.611 1 •1.781.851H1 1 0 .0021 0 v119.043 27.6 27.6 27.61 1 .1.7381.851H1 1 0 .0021 0 v119.943 27.6 27.6 27.6 11 1 .[.7381.851H11 0 .0021 0 v119.043 27.6 27.6 27.611 1 .1.7381.851H1 1 O .002 0 v119.043 27.6 27.6 27.6 I1 1 .1.7381.85 I H 1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.6 11 1 781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.611 1 •1.781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 .1.781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 .4.781.851H11 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 •1.781.851H1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.6 11 1 .4.781.851H11 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 •4.781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 •1.781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 .1.781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 •1.781.851H1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.6 11 1 .1.781.851H1 1 9.953 .002 9.953 vI19.043 27.6 27.6 27.6 11 1 .1.781.851H1 1 6.635 .002 0 vI19.043 27.6 27.6 27.61 1 1.9011.851H2 9.953 .007 0 v119.043 27.6 27.6 27.611.011.6931.851H11 9.953 .004 9.953 vI19.043 27.6 27.6 27.6 11.2..1.5971.851 H 1 1 0 .005 9.953 vI19.043 27.6 27.6 27.6 11.2••1.9821.851H1 1 0 .001 0 v119.043 27.6 27.6 27.6 11 1 .1.7381.851H1 1 O .001 0 v119.043 27.6 27.6 27.611 1 .1.7381.851H1 1 0 .001 0 v119.043 27.6 27.6 27.611 1 .1.7381.851H1 11 O .001 0 v119.043 27.6 27.6 27.6 11 1 .1.7381.851H1 1 I 7.568 .002 0 v119.043 27.6 27.6 27.6 I 1 1.9711.861H2 1 9.953 .007 0 v119.043 27.6 27.6 27.6 11.2..1.661.851 H 1 1 9.953 .003 9.953 v119.043 27.6 27.6 27.611.2.4.5341.851H1 1 O .005 9.953 v119.043 27.6 27.6 27.6 11.0..1.9251.85 I H 1 1 O .000 0 z119.043 27.6 30.36 30.3611 751 .6 I .6 I H 1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.611.0..1.8851.851H1 1 9.953 .001 9.953v119.043 27.6 27.6 27.611.3..1.7091.851H1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.6 11.0..1.8851.851H1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.611.0..4.8851.851H1 1 9.953 .002 9.953 v119.043 27.6 27.6 27.6 11.0..4.8851.851H1 1 9.953 .001 9.953 vI19.043 27.6 27.6 27.611.2.4.7671.851H111 9.953 .001 9.953 v119.043 27.6 27.6 27.611.2..1.7671.851H1 11 9.953 .001 9.953 vI19.043 27.6 27.6 27.6 11.2..[.7671.85I H1 1 0 .003 0 vI19.043 27.6 27.6 27.611•2•1.8271.851H1 1 O .002 9.953 v119.043 27.6 27.6 27.6 11.2••18671.851H1 1 2.696 .001 9.953 vI19.043 27.6 30.36 30.361 1 1.9311.851H2-1 0 .004 0 vI19.043 27.6 27.6 27.6 11 1 .4.8521.851H11 O .002 0 v119.043 27.6 27.6 27.6 11 1 •1.6971.851H1 1 9.953 .001 9.953 vI19.043 27.6 27.6 27.611.3..4.841.851M 1 2.592 .001 9.953 vI19.043 27.6 30.36 30.361 1 1.8241.851H2 1 9.953 .003 9.953 vI19.043 27.6 27.6 27.6 11 1 .1.9021.851 H 1 1 0 .002 0 v119.043 27.6 127.6 27.6 I1 1 .1.6971.85IH1 1 9.953 .001 9.953 vI19.043 27.6 1 27.6 27.6 11.3..1.841.851H1 1 2.592 .001 9.953 v119.043 27.6 130.36 30.361 1 1.8241.851H2-1 9.953 .003 9.953 v119.043 27.6 1 27.6 27.6 11 1 .1. I H 1 1 0 .002 0 v119.043 27.6127_6 27.611 1 4.6971.851E11 1 9.953 .001 9.953 v119.043 27.6 1 27.6 27.61 1 2.592 .001 9.953 vI19.043 27.6 130.36 30.361 1 1 8241.85 I H2 1 9.953 .003 9.953 vI19.043 27.6 1 27.6 27.6 11 1 .1. 1 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 406 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 2114 26 2115 27 2116 28 2117 29 2118 30 2119 31 2120 32 2121 33 2122 34 2123 35 2124 36 2125 37 2126 38 2127 39 2128 40 2129 41 2130 42, 2131 43 2132 44 2133 45 2134 46 2135 47 2136 48 2137 49 2138 50 2139 51 2140 52 2141 53 2142 54 2143 55 2144 56 2145 57 2146 58 2147 59 2148 60 2149 61 2150 62 2151 63 2152 64 2153 65 2154 66 2155 67 2156 68 2157 69 2158 70 2159 71 2160 72 2161 1 M32 2162 2 2163 3 2164 4 2165 5 2166 6 21671 7 21681 8 21691 9 Shaoe W16X77 UC Max .110 .024 .066 .017 .029 .040 .040 .040 .030 .025 .025 .025 .025 .030 .025 .025 .025 .025 .030 .025 .025 .025 .025 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .169 .046 .088 .034 .019 .019 .019 .019 .159 .036 .094 .025 .000 .133 .132 .133 .133 .133 .132 .132 .132 Barker Support Member RISC ASD Steel Code Checks (By Item) (Continued) LocfftlShea...Locfftl... Fafksil 0 .0021 0 109.043 119.043 0 .002 19.9531x119 043 1.659 .001 19.95311/119.043 0 .0031 0 109.043 119.043 9.953 .002 1 9 953 1v1 19 043 9.953 .001 9.9531v119.043 9.953 .001 9.9531 v 119.043 9 953 .001 19.9531 09.043 119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531v119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531v119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531 v 119.043 9.953 .00219 953109 119 043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531 v 119.043 9.953 .002 1 v 119.043 9.953 .002 19.9531v119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531v119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531v119.043 9.953 .002 19.9531 09.043 119.043 9.953 .002 19.9531 v 11 9.043 9.953 .002 19.9531 v 119.043 9.953 .002 19.9531v1 9.953 .002 19.9531v119.043 9.953 .002 19.9531 x119.043 9.953 .002 19.9531v119.043 9.953 .002 9.9531v119.043 9.953 .002 9.953109.043 9.953 .002 9.9531v119.043 0 .004 0 Iv119.043 0 .003 9.9531v119.043 2.177 .002 9.953109 119 043 0 .004 0 109 043 9.953 .001 9.9531 09.043 119.043 9.953 .001 9.9531v119.043 9.953 .001 9.9531 09.043 119.043 9.953 .001 9.9531v119.043 0 .004 0 1vI19.043 0 .002 9.9531v119.043 1 763 .002 9.9531 09.043 119.043 0 .004 0 1x119.043 0 .000 0 1z119.087 8.5 .103 4.871 09.087 119.087 8.5 .102 4.871v119.087 8.5 .103 4.871v1 8.5 .103 4.871v1 8.5 .103 4.871v119.087 8.5 .102 4.871v119.087 8.5 .102 4.871 09.087 119.087 8.5 .102 4.871v119.087 Checked By Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean 27.6 127.6 27.6 11.3..1.7811.85 1111 1 27.6 127.6 27.6 11.3.1.8651.851H1 1 27.6 130.36 30.361 1 195 27.6 27.6 27.611.2..1.8571.851H1 -2 27.6 27.6 27.611.0.1.8881.851m 27.6 27.6 27.6 I1 4 4.60 7 1.851 111 27.6 27.6 27.6114 4.6071.851 H 1 27.6 27.6 27.611 4 .1.6071.85 I H 1 27.6 27.6 27.6111 ..8271.851111 27.6 27.6 27.611.048881.851M 27.6 27.6 27.611.0.1.8881.85111i 27.6 27.6 27.611.0.1.8851.85111i 27.6 27.6 27.611 0.1.8881.85111i 27.6 27.6 27.6 11 1 1.8271.8511 27.6 27.6 27.6 11.0..4.8851.851 H 1 27.6 27.6 27.611 0.1.8881.851m 27.6 27.6 27.611.0..1.8851.851H1 27.6 27.6 27.61 04.8851.851 H 1 27.6 27.6 27.6 11 1 1.8271.851 H 1 27.6 27.6 27.611.0.1.8881.851111 27.6 27.6 27.611.0..1.8851.851H1 27.6 27.6 27.611 04.8851.85 I H 1 27.6 27.6 27.611.0.4.8851.851H1 27.6 27.6 27.6 11 1 .1.8271.85 I H 1 27.6 27.6 27.611 1 .1.8271.851 H 1 27.6 27.6 27.6 11 1 .18271.851M 1 27.6 27.6 27.611 1 ...8271.85 I H 1 27.6 27.6 27.6 11 1 ...8271.851 H 1 27.6 27.6 27.6 11 1 .18271.851m 1 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 30.36 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 30.36 27.6 27.6 21.6 27 21.6 27 21.6 27 21.6 27 21.6 27 21.6 27 21.6 27 21.6 27 21.6 27 27.6 11 1 ...8271.851 H 1 27.6 11 1 _8271.851111 27.6 11 1 .1.8271.851H1 27.611 1 .4.8271.851H1 27.6 11 1 4.8271851111 27.6 I1 1 .18271.851H1 1 27.611.2..17361.851H1 1 27.6 11.3.1.8561.851H1 1 30.361 1 1.8881.851H2 1 27.611.0.1.8711.851H1 1 27.6 11.0..1..8851.851H1 1 27.6 1 H1 1 27.6 1 1 .0..1.8851.85 I H 1 1 27.6 11.0.1.8851.851H1 1 27.6 11 .3.1.7871.851H 1 1 27.6 11.3..1.8651.851 H1 1 30.361 1 1.9541.851H2-1 27.611.24.8571.851H1 1 23.761 1 1.6 I .6 1H1 1 23.7611.5.1.5531.851H1-2 23.761 H2 1 23.761 23.7611.5.1.5531.851H1-2 23.7611.5.1.5531.851H1-2 23.761 H 1 -2 23.7611.5-4.2481.851H1-2 23.761 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 407 Company Designer Job Number 2170 2171 2172 2173 2174 2175 2176 2177 2178 2179 2180 2181 2182 2183 2184 2185 2186 2187 2188 2189 2190 2191 2192 2193 2194 2195 2196 2197 2198 2199 2200 2201 2202 2203 2204 2205 2206 2207 2208 2209 2210 2211 2212 2213 2214 2215 2216 2217 2218 2219 2220 2221 2222 2223 2224 2225 LC Member 10 11 12 13 14 15 16 17 18 19 20 21 22 23 241 251 261 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Green Creek Wood Products JFB 10860 Shaoe UC Max 144 .238 ,179 .199 .140 .211 .169 .184 .140 .211 .169 .184 .140 .211 .169 .184 .090 .185 .128 .148 .186 .159 .159 .159 159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .159 .174 .309 .229 .257 .120 Barker Support Member AISC ASD Steel Code Checks (By Item) (Continued) LocfftlShea...Locfftll... Fafksi Ftfksil Fbvfk. 18.5 .083 14.87) v 119.0871 21.6 127 1 8.5 .12814.87k/19.087 8.5 .122 14.871v 19.087 8.5 .07814.87k/ 19.087 8.5 .088 14.871 v 19.087 8.5 .121 14.871 v 19.087 8.5 .117 14.871v19.057 8.5 .084 14.871 v 119.087 8.5 .088 14.871 v 119.087 8.5 .121 14.87 v119.087 8.5 .117 14.87 v 19 087 8.5 .084 14.87Iv 19.087 8.5 .088 14.871 v 119.087 8.5 .121 14.871v119.087 8.5 .117 14.871,119.087 8.5 .084 14.871 v 119.087 8.5 .042 14.871, 119.087 8.5 .087 14.871 v 119.087 8.5 .081 14.871 09.087 119.087 8.5 .036 14.871 v 119.087 8.5 .144 14.871,119.087 8.5 .124 14.871 v 119.087 8.5 .123 14.871v119.087 8.5 .123 14.871v119.087 8.5 .123 14.87k/119.087 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 09.087 119.087 8.5 .123 14.87k/I19.087 8.5 .123 14.871)/119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871v119.087 8.5 .123 14.8711/119.087 8.5 .123 14.871v119.087 8.5 .123 14.87Iv119.087 8.5 .123 1 4.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871)/119.087 8.5 .123 14.871,119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871,119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 v 119.087 8.5 .123 14.871 09.087 119.087 8.5 .123 14.871 v 119.087 8.5 .095 14.871 v 119.087 8.5 .159 14.871 v 119:087 8.5 .151 14.871v119.087 8.5 .087 14.871 v 119.087 8.5 .092 14.871.,119.087 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 Checked By Fbzfk... Cb CmvCmz Ean 23.7611.6..1.363].85IH1 -2 23.7611.5..1.6461.851M-2 1 -2 23.7611.5..1.3021.851H2 1 23.7611.51.6511.851H2 1 23.7611.61.3291.851H1-2 23.7611.51.6411.851H1-2 23.7611 4 .1.3461.851 H2 1 23.761.51.6551.851112-1 23.76 1.6.4.3291.851 H 1 -2 23.7611.51.6411.851H1-2 23.7611 4 .1.3461.851H2-1 23.761.5 .1.6551.85 H2 1 23.761.6..1.3291.85 H1 -2 23.7611.51.6411.851H1-2 23.7611 4.1.3461.851H2-1 23.7611.5..1.6551.851H2 1 23.7611 7 .1.3541.851H1-2 23.7611.51.6471.851H1-2 23.7611 4 .1.3171.851H2 1 23.761 H2 1 23.7611.5..1.5531.851H1-2 23.7611.5..1.5311.851H2 1 23.7611.51.5311.851H2 1 23.7611.5..1.5311.851H2 1 23.7611.5..1.4351.851H1-2 23.7611.5 .1.5531.85 I H1 23.7611.5..1.5531.851H1-2 1 23.7611.5 .1.5531.851H1-2 1 23.7611.5-1.5531.851H1-2 I 23.7611.5...4351.851 H1 -2 I 23.7611.5-5531.851H1-2 23.7611.5.4.5531.851H1-2 23.7611.5-1.5531.851H1-2 23.7611.5.4.5531.851H1-2 23.7611.5..1.4351.851H1-2 23.7611.5..1.5531.851H1-2 23.7611.5..1.5531.851H1-2 23.7611.5..1.5531.851H1-2 23.7611.5..1.5531 R5IH1 -2 23.7611.5..1.4351.851H1-2 23.7611.51.4351.851H1-2 23.7611.5..1.4351.851M-2 23.7611.5..1.4351.851H1-2 23.7611.5..1.4351.851H1-2 23.7611.5..1.4351.85 I H1-2 23.7611.5 .1.4351.851 H 1 -2 23.7611.5..1.4351.851H1-2 23.7611.51.4351.851H1-2 23.7611.5..1.4351.851 H1 -2 23.7611.5.4.4351.851H1-2 23.7611.5..1.4351.851H1-2 23.7611.6-1.3451.851H1-2 23.7611.51.6451.851H1-2 23.7611 4 .1.3251.851H2 1 23.7611.51.6521.851H2-1 23.7611.5..1.5531.851H1-2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 408 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 2226 2227 2228 2229 2230 2231 2232 2233 2234 2235 2236 2237 2238 2239 2240 2241 2242 2243 2244 2245 2246 2247 2248 2249 2250 2251 2252 2253 2254 2255 2256 2257 2258 2259 2260 2261 2262 2263 2264 2265 2266 2267 2268 2269 2270 2271 2272 2273 2274 2275 2276 2277 2278 2279 2280 2281 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Shape M33 W16X77 UC Max Locfft1Shea...00ft1 Fafksil Ftrksil Fbvfk...Fbzfk... Cb CmyCmz i .120 8.5 .092 14.871v119.087121.6 27 123.7611.54553.85 H1-21 .120 8.5 .09214.871x119.087 21.6 27 23.7611.6..1.5531 .851 H1-2 .120 8.5 .09214.871x119.087 21.6 27 23.7611.5.4.5531.851H1 -2 .135 8.5 .064 14.871 09.087 119.087 21.6 27 23.76117 .1.3641.861H1-2 .269 8.5 .128 14.871 v 119.087 21.6 27 23.7611.54.6471.851H1-2 .189 8.5 .121 14.871v119.087 21.6 27 23.7611 4.1.3161.851H2 1 .217 8.5 .057 14.871 09.087 119.087 21.6 27 23.7611.5.4.651.851112 1 .000 0 .000 1 0 z120.56 21.6 27 23.761 1 .6 I .6 1H1 1 .166 0 .161 12.612 v120.56 21.6 27 23.7612.3 .2241.851H1 -2 .170 0 .158 12.6121v120.56 21.6 27 23.7612.31.2421.851H1 -2 .166 0 .161 12.6121v120.56 21.6 27 23.7612.31.2241.851H1-2 .166 0 .161 2.6121v120.56 21.6 27 23.7612.31.2241.85 H1 -2 .166 0 .161 2-6121v120.56 21.6 27 23.7612.31.2241.85 H1-2 .169 0 .159 12.6121v120.56 21.6 27 23.7612.31.2221.851H1-2 .169 0 .159 12.6121v120.56 21.6 27 23.7612.31.2221.851H1 -2 .169 0 .159 12.6121v120.56 21.6 27 23.7612.31.2221.851H1 -2 .203 0 .169 12.61211v1120.56 21.6 27 23.7612.31.7331.851H1 -2 .312 0 .202 12.6121v120.56 21.6 27 23.7612.31.431.851H1 -2 .179 0 .153 12.6 21.6 27 23.7612.31.621.851H2 -1 I .280 0 .120 12.6121v120.56 21.6 27 23.7612.31.4381.85IH2 1 I .196 0 .165 12.6121v120.56 21.6 27 23.7612.31.7371.851H1-21 .278 0 .189 12.6121v120.56 21.6 27 23.7612.31.431.851H1 -21 .179 0 .152 12.6121v120.56 21.6 27 23.7612.31.6181.851 H2 -1 .254 0 .128 12.6121v120.56 21.6 27 23.7612.31.4381.851H2 1 .196 0 .165 12.6121v120.56 21.6 27 23.7612.31.7371.851H1 -2 .278 0 .189 12.6121v120.56 21.6 27 23.7612.31.431.851H .179 0 .152 12.612Iv120.56 21.6 27 23.7612.31.6181.851H2 -1 .254 0 .128 12.6121v120.56 21.6 27 23.7612.31.4381.851H2 1 .196 0 .165 12.6121v120.56 21.6 27 23.7612.31.7371.851H1 -2I .278 0 .189 12.6121v120.56 21.6 27 23.7612.31.431.851H1 -21 .179 0 .152 12.6121v120.56 21.6- 27 23.7612.31.6181.85 H2 1 1 .254 0 .128 12.6121v120.56 21.6 27 23.7612.31.4381.85 H2-1 I .138 0 .105 12.612Iv120.56 21.6 27 23.761 1 1.7061.851H1-2 .245 0 .137 12.612Iv120.56 21.6 27 23.7612.31.4321.85 I H 1 -2 .113 0 .088 12.6121v120.56 21.6 27 23.7612.31.6381.851H2-1 .215 0 .056 12.6121v120.56 21.6 27 23.7612.31.4361.851H2 1 .233 0 .225 12.612Iv120.56 21.6 27 23.7612.3I.224I.85IH1 -2 .206 0 .188 12.612 vI20.56 21.6 27 23.7612.31.2711.851H1 -2 .206 0 .188 12.612 v 20.56 21.6 27 23.7612.31.2711.851H1 -2 .206 0 .188 12.6121v 20.56 21.6 27 23.7612.31.2711.851H1 -2 .202 0 .191 12.6121v120.56 21.6 27 23.7612.31.2011.851H1 -2 .200 0 .193 12.6121v120.56 21.6 27 23.7612.31.2241.851H1 -2 .200 0 .193 12.6 21.6 27 23.7612.31.2241.851H1 -2 .200 0 .193 12.612Iv120.56 21.6 27 23.7612.31.2241.851H1 -2 .200 0 .193 12.6121v120.56 21.6 27 23.7612.31.2241.851H1 -2 .202 0 .191 12.6121v120.56 21.6 27 23.7612.31.2011.851H1 -2 .200 0 .193 1 21.6 27 23.7612.3 .2241.851H1 -2 .200 0 .193 12.6121v120.56 21.6 27 23.7612.3 .2241.851H1-2 .200 0 .193 12.612Iv120.56 21.6 27 23.7612.31.2241.851H1 -2 .200 0 .193 12.6121v120.56 21.6 27 23.7612.31.2241.851H1 -2 .202 0 .191 12.6121v120.56 21.6 27 23.7612.31.2011.851H1 -2 .200 0 .193 2.612Iv120.56 21.6 27 23.7612.31.2241.85IH1 -2 .200 0 .193 2.6121v120.56 21.6 27 23.7612.31.2241.851H1 -2 .200 0 .193 12.6121v120.56 21.6 27 23.7612.31.2241.851H1 -2 .200 0 .193 12.6121v120.56 21.6 27 23.7612.31.2241.851H1 -2 .202 0 .191 _12:6121v120.56 21.6 27 23.7612.31.2011.851H1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 409 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By' Member AISC ASD Steel Code Checks (By Item) (Continued) 2282 2283 2284 2285 2286 2287 2288 2289 2290 2291 2292 2293 2294 2295 2296 2297 2298 2299 2300 2301 2302 2303 2304 2305 2306 2307 2308 2309 2310 2311 2312 2313 2314 2315 2316 2317 2318 2319 2320 2321 2322 2323 2324 2325 2326 2327 2328 2329 2330 2331 2332 2333 2334 2335 2336 2337 LC Member 501 511 521 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M34 2 3 4 5 1 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Shaoe W16X77 UC Max .202 .202 .202 .202 202 .202 .202 .202 .202 :202 .202 .254 .409 .220 .365 .150 .150 .150 .150 .203 .358 .168 .314 .000 .238 .275 .238 .238 .238 .266 .266 .266 .300 .283 .214 .267 .313 .300 .248 .288 .313 .300 .248 .288 .313 .300 .248 .288 .208 .191 .119 .172 .334 .345 .345 .345 LocfftjShea...Locfft Fafksi Ftfksil O .191 2.612 v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121x120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .191 2.6121v120.56 21.6 0 .203 2.6121y 20.56 21.6 0 .250 2.6121v 20.56 21.6 0 .180 2.6121v120.56 21.6 0 .133 2.6121v120.56 21.6 O .145 2.6121v120.56 21.6 O .145 2.6121x120.56 21.6 0 .145 2 .6121v120.56 21.6 0 .145 2.6121v120,56 21.6 0 .157 2 .6121x120.56 21.6 O .203 2.6121v120.56 21.6 0 .133 2.6121v120.56 21.6 O .086 2.6121120.56 21.6 0 .000 0 Iz120.97 ?1.6 0 .11911.36611/120.97 21.6 0 .130 11.3661 v 120.97 21.6 O .119 11.3661 v 120.97 21.6 0 .119 1 1.3661 v 120.97 21.6 0 .119 1 1.3661 v 120.97 21.6 0 .12711.366k/120.97 21.6 0 .127 11.3661 v 120.97 21.6. O .12711.36611/120.97 21.6 O .142 11.3661 v 120.97 21.6 0 .149 11.3661 v 120.97 21.6 O .095 11.3371 v 120.97 21.6 0 .088 11.3661 v 120.97 21.6 O .144 11.3661 v 120.97 21.6 0 15011.3661v120.97 21,6 O .109 11.3661 v 120.97 21.6 O .104 1 1.3661 v 120.97 21.6 0 .144 11.3661 v 120.97 21.6 0 .15011.36611/170.97 21.6 O .109 11.3661 v 120.97 21.6 0 .104 11.3661 v 120.97 21.6 0 .144 11.3661 v 20.97 21.6 0 .150 11.3661 v 20.97 21.6 0 .109 11.3661 v 120.97 21.6 0 .104 II .3661 v 120.97 21.6 0 .094 11.3661 v 120.97 21.6 O .102 1 1.3661 v 120.97 21.6 0 .048 11.3371 v 120.97 21.6 0 .044 11.3951 z 120.97 21.6 0 .166 11.3661 v 120.97 21.6 0 .160 11.3661 v 120.97 21.6 O .160 11.3661 y 20.97 21.6 0 .1601 21.6 Fbvfk...Fbzfk... Cb CmyCmz Ean 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1-2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -2 27 23.7612.31.2011.851H1 -21 27 23.7612.3 .715.851H1-2 27 23.7612.3 .431 .8611-11-2 27 23.7612.31.6321.851 H2 1 27 23.7612.31.4371.851H2 1 27 23.7612.31.2241.851H1 -2 27 23.7612.31.2241.851H1 -21 27 23.7612.31.2241.851H1 -2 27 23.7612.31.2241.851H1 -2 27 23.761 1 1.708 .851H1-2 27 23.7612.31.431.851H1 -2 27 23.7612.31.6371.851H2-1 27 23.76 2.3 .436.851 H2 -1 27 23.76 1 .6 .61H11 27 23.7612.31.3711.851H1 -2 27 23.7612.1.1.3991.851H1 -2 27 23.7612.31.3711.851H1 -2 27 23.7612.31.3711.851H1 -2 27 23.7612.31.3711.851H1 -2 27 23.7612.1 .1.3891.851H1 -2 27 23.7612.1 .1.3891.851H1-2 27 23.7612.1 .1.3891.851H1 -2 27 23.7612.31.7831.851H1 -2 27 23.7612.31.8651.851H1 -2 27 23.7612.1 4.6421.851H2-1 27 23.7612.31.9651.851 H2 1 27 23.7612.31.777I.851H1 -2 27 23.7612.2..1.8671.851H1 2 27 23.7612.0..1.6461.861H2-1 27 23.7612.1 .1.9631.861H2 1 27 23.7612.31.7771.851H1 -2 27 23.7612.2..1.8671.85 H1 -2 27 23.7612.0..1.6461.85 H2 -1 27 23.7612.1 .1.9631.85 I H2 -1 27 23.7612.31.7771.851H1 -2 27 23 .7612.2..1.8671.861H 1 -2 27 23.7612.0..1.6461.851H2 -1 27 23.7612.1 .1.9631.85 I H2 1 27 23.7612.31.7441.851H1 -2 27 23.7612.31.8831.851H1 -2 27 23.7611.981.6621.851 H2 1 27 23.7612.31.9431 851 H2 1 27 23.7612.31.3711.851H1 -2 27 23.7612.0..1.4161851H1 -2 27 23.7612:0...416 ,851H1-2 27 23.7612.0.1.416 ,851H1 -2 RISA -3D Version 8.0 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 410 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 12338 34 12339 35 2340.36 2341 37 2342 38 2343 39 2344 40 2345 41 2346 42 2347 43 2348 44 2349 45 2350 46 2351 47 2352 48 2353 49 2354 50 2355 51 2356 52 2357 53 2358 54 2359 55 2360 56 2361 57 2362 58 2363 59 2364 60 2365 61 2366 62 2367 63 2368 64 2369 65 2370 66 2371 67 2372 68 2373 69 2374 70 2375 71 2376 72 2377 1 M35 2378 2 2379 3 2380 4 2381 5 2382 6 2383 7 2384, 8 2385 9 2386 10 2387 11 2388 12 2389 13 2390 14 2391 15 239216 2393 17 Shane W16X77 UC Max LocfftlShea...Locfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .305 0 .148 11.366 v120.97 21.6 27 23.762.2•..381.85 H1 -2 .286 0 .142 11.3661v120.97 21.6 27 23.76 2.31.3711.851H1-21 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -21 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -21 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -2 .305 0 .148 11.3661v120.97 21.6 27 23.7612.2..1.381.851H1 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.85 H1 -2 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.85 H1-2 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -2 .286 0 .142 11.3661v120.97 21.6 27 23.76 2.31.3711.851H1-2 .305 0 .148 11.3661v120.97 21.6 27 23.762.2.11.381.851H1 -2 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -2 .286 0 .142 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -2 .286 0 .142 11.3661 v 120.97 21.6 27 23.7612.3 .3711.851H1-2 .286 0 .142 11.3661 v 120.97 21.6 27 23.7612.3 .3711.85(H1 2 .305 0 .148 1.3661 v 120.97 21.6 27 23.7612.2.1.381.851H1 .305 0 .148 11.3661v120.97 21.6 27 23.76I -2 .305 0 .148 11.3661v120.97 21.6 27 23.761 .305 0 .14811.3661v120.97 21.6 27 23.7612.2-L381.851 H1-2 .305 0 .148 11.3661v120.97 21.6 27 23.7612.2..1.381.851H1 .305 0 .148 11.3661v120.97 21.6 27 23.7612.2..1.381.851H1 -2 .305 0 .148 11.3661v120.97 21.6 27 23.7612.2..1.381.851H1 -2 .305 0 .148 11.3661v120.97 21.6 27 23.7612.2.1.381.851H1 -2 .305 0 .148 11.366 v120.97 21.6 27 23.7612.2.•1.381.851H1-2 .305 0 .148 11.366 v120.97 21.6 27 23.7612.2..1.381.851H1 -2 .305 0 .14811.3661v120.97 21.6 27 23.7612.2..1.381.851H1 -2 .305 0 .148 11.3661v120.97 21.6 27 23.7612.2..1.381.851H1 -2 .396 0 .181 11.3661v120.97 21.6 27 23.7612.31.7531.851H1-2 _372 0 .191 11.3661x120.97 21.6 27 23.7612.31.8781.851H1 -2 .270 0 .114 11.3371v120.97 21.6 27 23.7612.0.1.6571.851H2 -1 .346 0 .104 I1.3661v120.97 21.6 27 23.7612.241.949.851H2 -1 .215 0 .107 11.3661v120.97 21.6 27 23.7612.31.371 .851H1 -2 .215 0 .107 11.3661v120.97 21.6 27 23.7612.31.3711.851H1 -2 .215 0 .107 11.3661v120.97 21.6 27 23.7612.31.371 .851H1 -2 .215 0 .107 11.3661v120.97 21.6 27 23.7612.31.371 .851H1 -2 .307 0 .140 11.3661v120.97 21.6 27 23.7612.31.7471.851H1-2 .283 0 .150 11.3661v120.97 21.6 27 23.7612.31.8821.851H1 -2 .180 0 .073 11.3371v 20.97 21.6 27 23.7612.0.1.661.85 H2 1 .256 0 .066 11.3951z 20.97 21.6 27 23.7612.31.9451.85 H2 1 .000 0 .000 1 0. 1z120.56 21.6 27 23.761 1 1 .6 1 .6 1H1 1 .060 4.25 .033 11.6821v120.56 21.6 27 23.7612.0.1.3441.851H1 -2 .038 0 .022 1 21.6 27 23.7611.891.5061.851H1 -2 .060 4.25 .03311.6821v120.56 21.6 27 23.7612.0.1.3441.851H1 -2 .060 4.25 .033 11.6821v120.56 21.6 27 23.7612.0..1.3441.851H1 .060 4.25 .033 11.6821v120.56 21.6 27 23.7612.0..1.3441.851H1 -21 .042 0 .024 11 771 I v 120.56 21.6 27 23.7611.94.4381.851H1-2 .042 0 .024 11 7711v120.56 21.6 27 23.7611.9..1.4381.851H1 -2 .042 0 .024 11 7711v120.56 21.6 27 23.7611.9.1.4381.851H1 -2 .099 4.25 .044 11.682 v 120.56 21.6 27 23.7612.031.6081.851 H1-2 1 .156 4.25 .039 11.682 v120.56 21.6 27 23.7612.0..1.4211.851H1-21 .070 .4.25 .022 11 7271v120.56 21.6 27 23.7612.0..1.6571.851H2-1 .155 4.251 .028 11 4171z120.56 21.6 27 23.7612.0..1.4291.851H2-1 .067 4.251 .03311 7271v120.56 21.6 27 23.7611.9..1.6121.$51H1-21 .110 4.251 .029 11.8151v120.56 21.6 27 23.7611.9..1.4211.851H1 -21 .046 4.251 .016 11:904120.56 21.6 27 23.7611.8..1.6511.851H2 1 1 .110 4.251 .020 11 7 711v120.56 21.6. 27 23.7611.834291.851H2 1 1 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 411 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks By Item) (Continued) 2394 2395 2396 2397 2398 2399 2400 2401 2402 2403 2404 2405 2406 2407 2408 2409 2410 2411 2412 2413 2414 2415 2416 2417 2418 2419 2420 2421 2422 2423 2424 2425 2426 2427 2428 2429 2430 2431 2432 2433 2434 2435 2436 2437 2438 2439 2440 2441 2442 2443 2444 12445 12446 12447 12448 12449 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 -1 Member Shane M36 W16X77 tic Max .067 .110 .046 .110 .067 .110 .046 .110 .075 .132 .046 .132 .084 .038 .038 .038 .058 .072 .072 .072 .072 .058 .072 .072 .072 .072 .058 .072 .072 .072 .07?_ .058 .058 .058 ..058 .058 .058 .058 .058 .058 .058 .058 .058 .113 .194 .072 .194 .054 .054 .054 .054 .110 .191 .069 .191 .000 Locfft`Shea...Locfftl... Fafksi 4.2511 .033 11 7271v120.561 4.25 4.25 4.25 4.25 4.25 4.25 4.251 4.25 4.25 4.25 4.25 4.25 0 0 0 0 4.25 4.25 4.251 4.25 0 4.25 4.25 4.25 4.25 0 4.25 4.25 4.25 4.25 0 0 0 0 0 0 0 0 0 0 0 0 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 0 .02911.8 .016 11.9041 v 120.56 .020 11 7711 v 120.56 .033 11 7271 v 120.56 .09911.8151/120.56 .016 11.9041 v 120.56 .0 90 11 7711 v 120.56 .031 11.6381,120.56 .095 11 7271v120.56 .009 11 771 Iv 120.56 .020 11 41 71 z 120.56 .046 1.6821120.56 .022 2 .9661v12056 .022 12.9661 v 120.56 .022 12.966k4'120.56 .034 I1 727k/120.56 120.56 .039 1.6824120.56 .039 1 .6821 v 120.56 .039 11.6821 v 120.56 .039 11.6821y120.56 .034 11 7271y 20.56 .039 11.682k/ 20.56 .039 11.6821v 120.56 .039 11.6821 v 120.56 .039 1 v 120.56 .034 11 72711 v (20.56 .039 11.6821 v 120.56 .039 1.6821 v 120.56 .039 11.6821 v 120.56 .039 11.682k/120.56 .034 11 7271)/120.56 .034 11 7271)/120.56 .034 11 7271 v 120.56 .034 11 727k/120.56 120.56 .034 11 7271 v 120.56 .034 11 7271 v 120.56 .034 11 7271 v 120.56 .034 11 7271 v 120.56 .034 11 7271 v 120.56 .034 11 7271v 120.56 .034 11 7271v120.56 .034 11 7271v120.56 .049 11 7271/120.56 .042 11 7271v120.56 .018 11.8591v120.56 .031 11 4171z120.56 .030 11.6821 v 120.56 .030 11.6821 v 120.56 .030 11.6821 v 120.56 .030 (1.6821v120.56 .045 Ii .6381 v 120.56 .038 11 727Iv 120.56 .014 11 77 11v 120.56 .030 11 4171 z 120.56 .000 I 0 1z120.56 Ftfksil 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 Fbvfk...Fbzlk... Cb CmyCmz E n 27 23.7611.9..1.612 .85 H1 -2 27 23.7611.93.421 .85(H1-2 27 23.7611.8-1.6511.851H2-1 1 27 23.7611.8.3.4291.851H2 1 1 27 23.7611.9.1.6121.851H1 -2 27 23.7611.9.4.4211.851H1-2 27 23.7611.8..1.6511.85IH21 27 23.7611.8.3.4291.8511 1 27 23.7612.0..1.617 .851H 1 -2 27 23.76(2.0..1 -2 27 23.7612.0..1.6461.851H2 1 27 23.7612.0..1.4271 .851 H2 -1 27 23.7612.04344 .851H1 -2 27 23.7611.8...69 .851H1-2 27 23.7611.84.691.851H1 -2 27 23.7611.8..1.691.851H1 -2 27 23.7611.9..1.3841.851H1 -2 27 23.7612.0..344.851H1 -2 27 23.7612.0..1.344 .851H 1 -2 27 23,7612.0 .1.3441.851H1-2 27 23.76(2.0...344.851H1 -2 27 23.76 1.9....384 .851H 1 -2 27 23 762.0....344.851H1 -2 27 24 7612.0...344 .85 1H1 -2 27 23.7612.0...344 .851H 1 2 27 23.7612.0...344.851H1 -2 27 23.7611.9...384.851H1 -2 27 23.7612.0..1.344.851H1 -2 27 23.7612.0..1.344 .85I.851H1-2 27 23.7612.0 .1.344 .85.851H1 2 27 23.7612.0 .1.344 .85(H 1 2 27 23.7611.9 .1.384.851H1 2 27 23.7611.9..1.384 .85.851H1 2 27 23.7611.9..1.384.851H1 -2 27 23.76I1.9..1.384 .851H1 -2 27 23.7611.9..1.384.851H1 -2 27 23.7611.9...384 .85 I H 1 -2 27 23.7611.9...384 .851H 1 -2 27 23.7611.9.1.3841.851H1 -2 27 23.7611.9 .1.3841.851H 1 -2 27 23:7611.9..1.3841.851H1-2 27 23.7611.9.1.3841.851H1 -2 27 23.7611.9.1.3841.851 H1 -2 27 23.7611.9.1.6161.851H1 -2 27 23.7611.9 .1.4221.851 H1 -2 27 23.7611.9..1.6481.851H2 1 27 23.7611.9 .1.4281.851 H2 1 27 23.7612.0.1.3441,851H1 -2 27 23.7612.0..1.3441.851H1 -2 27 23.7612.0..1.3441.851111-2 27 23.7612.0-1.3441.851H1-2 27 23.761 27 23.7612.0..1.4221.851H1 -2 27 23.7612.0..1.6471,851H2 -1 27 23.7612.0-1.4271.851H2-1 27 23.761 1 I .6 I .6 1H1 1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 412 LC Member 2450 2 2451 3 2452 4 2453 5 2454 6 2455 7 2456 8 2457 9 2458 10 2459 11 2460 12 2461 13 2462 14 2463 15 2464 16 2465 17 2466 18 2467 19 2468 20 2469 21 2470 22 2471 23 2472 24 2473 25 2474 26 2475 27 2476 28 2477 29 2478 30 2479 31 2480 32, 2481 33 2482 34 2483 35 2484 36 2485 37 2486 38 2487 39 2488 40 2489 41 2490 42 2491 43 2492 44 2493 45 2494 46 2495 47 2496 48 2497 49 2498 50 2499 51 2500 52 2501 53 2502 54 2503 55, 2504 56 2505 57 Shape UC Max Locfft]Shea...Locfft 11... Fafksi FtEksi Fbvfk...Fbzfk... 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JagwnN qor sdf .iaubisaa s ;onpoJd pooh Neal° u98.19 Auedwoo 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Member AISC ASD Steel Code Checks (Bv Item) (Continued) 12618 12619 12620 2621 2622 2623 12624 12625 12626 12627 2628 2629 2630 2631 2632 2633 2634 2635 2636 2637 2638 2639 2640 12641 12642 2643 2644 12645 12646 12647 2648 2649 2650 2651 2652 2653 2654 2655 2656 2657 2658 2659 2660 2661 2662 2663 2664 2665 2666 2667 2668 2669 2670 2671 2672 2673 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Shape M39 W16X77 UC Max .133 .243 .110 .273 .230 .202 .202 .202 .199 .197 .197 .197 .197 .199 .197 .197 .197 .197 .199 .197 .197 .197 .197 .199 .199 .199 .199 .199 .199 .199 .199 .199 .199 .199 .199 .245 .402 .213 .448 .148 .148 .148 .148 .197 .354 .162 ..397 .000 .240 .298 .240 .240 .240 .284 .284 .284 Barker Support Locfft1Shea_..Locfftt... Fafksi Ftfksil O .104 12.5681 v 119.087 21.6 0 .055 12.5681 v 119.087 21.6 8.5 .088 12.5681 v 119.087 21.6 0 .137 12.5681 v 119.087 21.6 0 .224 12.5681 v 119.087 21.6 0 .186 12. 5681 v 119.087 21.6 O .186 12.5681 v 119.087 21.6 0 .186 12.5681v119.087 21.6 0 .190 12.5681 v 119.087 21.6 O .192 12.5681 v 119.087 21.6 0 .192 12.5681 v 119.087 21.6 0 .192 12. 5681 v 119.087 21.6 0 .192 12.5681 v 119.087 21.6 0 .190 1 21.6 O .192 12.5681 v 119.087 21.6 0 .192 12.5681 v 119.087 21.6 O .192 12.5681 09.087 119.087 21.6 0 .192 12.5681 v 119.087 21.6 O .190 12.5681 v 119.087 21.6 0 .192 12.5681 v 119.087 21.6 0 .192 12.5681 v 119.087 21.6 0 .192 1 2 568 1v1 19 087 21.6 0 .192 12.5681 v 119.087 21.6 0 .190 12.5681 v 119.087 21.6 O .190 12.5681 v 119.087 21.6 0 .190 12.5681 v 119.087 21.6 0 .190 12.5681 v 119.087 21.6 O .190 12.5681 v 119.087 21.6 0 .190 12.5681 09.087 119.087 21.6 O .190 12.5681v119.087 21.6 O .190 12.5681 v 119.087 21.6 O .190 2.5681 v 119.087 21.6 O .190 12.5681 v 119.087 21.6 0 .190 12.5681 v 119.087 21.6 O .190 12.5681 v 119.087 21.6 0 .202 12.5681 v 119.087 21.6 O .132 12.5681 v 119.087 21.6 8.5 .178 12.5681 09.087 119.087 21.6 0 .249 12.5681v119.087 21.6 0 .14412.56811/119.087 21.6 O .144 12.5681 v 119.087 21.6 0 .144 12.5681 v 119.087 21.6 O .144 12.5681 09.087 119.087 21.6 0 .156 12.5681 v 119.087 21.6 O .086 12.5681 v 119.087 21.6 8.5 .13212.568109.087 21.6 0 .203 12.5681 v 119.087 .21.6 0 .000 10 I z 120.97 21.6 0 .119 11.3661 v 120.97 21.6 0 .131 11.3661 v 120.97 21.6 O .119 11.3661 v 120.97 21.6 0 .11911.3661v120.97 21.6 0 .119 1 1.3661 v 12 0.97 21.6 0 .128 11.3661 v 120.97 21.6 0 .128 11.3661 v 120.97 21.6 0 .128 1 1.3661 v 120.97 21.6 Checked By Fbvfk...Fbzfk... Cb CmyCmz Eon 27 23.7611 1 .1.308.851H1 27 23.7611.0..1.4941.851H2 11 27 23.761 1 12491.851 H2 -1 I 27 23.761 1 1.5081.851 H 1 -2 27 23.7611.0..1.8121.851H1 -2 27 23.7611 1 .4.6661.851112 1 27 23.7611 1 4.6661.8511U-1 27 23.7611 1 1.6661.861H2 27 23.7611.0..1.9721.851H1-2 27 23.76110..1.8121.851H1 -2 27 23.7611.0..1.8121.851H1 -2 27 23.7611.0..1.8121.851H1 -2 27 23.7611.0..1.8121.851H1 -2 27 23.761.0.49721.851H1 -2 27 23.761.0.48121.85 H1 -2 27 23.7611.0..1.8121.85 H1 -2 27 23.7611.0.1.8121.85 H1 -2 27 23.7611.0..1.8121.851H1-2 27 23.7611.0..1.9721.851H1 -2 27 23.761.0.48121.851H1 -2 27 23.76 1.0..1.8121.851H 1 -2 27 23.7611 0.4.8121.851H1 -2 27 23.7611.0..1.8121.851H1 -2 27 23.7611.0..1.9721.85 27 23.7611.0..1.9721.851H1 -2 27 23.7611.0.49721.851H1 -2 27 23.7611.0.4.9721.851H1-2 27 23.7611.0..1.9721.851H1 -2 27 23.7611 0..4.9721.851H1 -2 27 23.761 -2 27 23.7611.0.1.9721.851H1-2 27 23.7611.0.19721.851H1-2 27 23.7611.0..1.9721.851H1 -2 27 23.761 27 23.7611.0..4.9721.851H1 2 27 23.7611 1 .4.3311.851H1 2 27 23.7611.0..1.4931.851H2 -1 27 23.761 1 1.2711.851H2 1 27 23.7611.0..1.5081.85IH1 -2 27 23.7611.0..1.8121.851H1 27 23.7611.0..1.8121.851H1 -2 27 23.7611.0..1.8121.851H1 27 23.7611.0.4.8121.851H1 2 27 23.761 1 .1.3121.851 H 1 2 27 23.7611.0..1.4941.851 H2 1 27 23.761 1 1.2531, 851 H2 1 27 23.761 1 1.5081.851H1 27 23.761 1 1.6 1.6 1 H 1 1 27 23.7612.31.3521.851H1 -2 27 23.7612.0.1271.851H1 -2 27 23.7612.31.3521.851H1 -2 27 23.7612.31.3521.851H 2 27 23.7612.31.3521.851H1-2 27 23.7612.1.4.3051.85IH1 -2 27 23.7612.1 1.3051.851H1-2 27 23.7612.1.1.3051.85IH1 -2 R1SA -3D Version 8.0 3 [T1. 1. 1. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 416 Company Green Creek Wood Products Designer JFB Job Number 10860 Member AISC ASD Steel Code Checks (By Item) (Continued) 2674 2675 2676 2677 2678 2679 2680 2681 2682 2683 2684 2685 2686 2687 2688 2689 2690 2691 2692 2693 2694 2695 2696 2697 2698 2699 2700 2701 2702 2703 2704 2705 2706 2707 2708 2709 2710 2711 2712 2713 2714 2715 2716 2717 2718 2719 2720 2721 2722 2723 2724 2725 27261 27271 27281 27291 Member Shane UC Max .298 .265 .213 .282 .328 .302 .263 .316 .328 .302 .263 .316 .328 .302 .263 .316 .205 .172 .117 .189 .337 .381 .381 .381 .317 .288 .288 .288 .288 .317 .288 .288 .288 .288 .317 .288 .288 .288 .288 .317 .317 .317 .317 .317 .317 .317 .317 .317 .317 .317 .317 .404 .353 .278 .381 .216 Barker Support LocfftlShea...Lo ft Fa ksi O .142 11.366 v 20.97 O .088 11.3661 v 120.97 0 .095 11.3371 v 120.97 0 .149 11.3661 v 120.97 0 .145 11.3661 v 120.97 0 .105 11.3661 v 120.97 O .110 1.3661v120.97 0 .151 1.3661v12097 0 .145 11.3661 v120.97 0 .105 11.3661 v 120.97 0 .110 11.3661 v 120.97 0 .15111.3661v120.97 O .145 11.3661 v 120.97 0 .105 I 120.97 O .110 11.3661 v 120.97 0 .151 11.3661 v 120.97 0 .094 11.3661 v 120.97 2.79 .045 1 1.3951 z 120.97 0 .048 11.3371 v 120.97 0 .102 I1.366I v 120.97 0 .166 11.3661 v 120.97 0 .162 11.3661 v 120.97 O .162 11.3661 v 120.97 0 .162 1 1.3661 v 120.97 0 .148 11.3661 v 120.97 0 .142 11.3661 v 120.97 0 .142 11.3661 v 120.97 0 .142 1.3661v12097 O .142 1.3661v12097 O .148 11.3661 v 120.97 O .142 11.3661 v 120.97 0 .142 11.3661 v 120.97 O .142 11.3661 v 120.97 0 .142 11.3661 v 120.97 O .148 11.3661 v 120 -97 0 .142 11.3661 v 120.97 O 1 .142 11.3661 v 120.97 O I .142 11.3661 v 120.97 0 1 .142 11.3661 v 120.97 0 I .148 1.3661v 120.97 0 I .148- 1.3661v120.97 0 .148 11.3661 v 120.97 0 .148 11 3661 v 120.97 0 .148 11.3661 v 120.97 0 .148 11.3661, v 120.97 0 .14811.3661v120.97 0 .148 11.3661 v 120.97 0 .148 11.3661 v 20.97 O .14811.3661v 20.97 O .148 1 v 120.97 0 .148 11.366 v120.97 0 .182 11.366 v120.97 O .105 11.3661vI20.97 0 .115 I1.337Iv 20.97 O .192 11.3661 v 20.97 0 .107 11.3661 v 120.97 Ft ksi 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 Checked By Fb k...Fbz k... Cb CmvCmz Eon 27 23.76 2.31.7781.851111 -2 27 123.76 2.31.92 .851 112 1 1 27 123.7612.1 .1.615.851 H2 1 1 27 123.7612.31.8331.851H1-2 1 27 23.7612.31.7621.851111 -21 27 23.7612.1 .L.9161.851 H2 1 I. 27 123.7611.94.6191.851H2-11 27 123.7612.101.841.851H1 27 1 23.7612.31.7621.851H1-2 1 27 123.7612.1 ..9161.851112 1 1 27 123.7611.94.6191.851H2 1 27 23.7612.191.841.851H1 -2 27 23.7612.31.7621.851H1 27 23.7612.1 .1..9161.861H2 1 27 23.7611.9 .1.6191.851H2 1 I 27 23.7612.191.841.851H1 -21 27 23.7612.31.7311.851H1-2 27 23.7612.31.9051.851H21 27 23.7611.94.6371.851H2 1 27 23.7612.31.851.851H1 -2 27 23.7612.31.3521.85IH1 -2 27 23.762.O..1.231.851H1 -2 27 23.762.0..L.231.851H1 -2 27 23.7612.0.1.231.851111 -2 27 23.7612.2..1.3321.851H1 -2 27 23.7612.31.3521.851H1 2 27 23.7612.31.3521.851111 2 27 23.7612.31.3521.851111 -2 27 23.7612.31.3521.851H1-2 27 23.7612.24.3321.861H1-2 27 23- 7612.31.3521.851H1 -2 27 23.7612.31.3521.851H1 -2 27 23.7612.31.3521.851H1 -2 27 23.7612.31.3521.851H1 -2 27 23.7612.2.1.332I.85IH1 -2 27 23.7612.31.3521.851111 -2 27 23.76I2.31.3521.851H1 -2 27 23.7612.31.3521.851H1-2 27 23.7612.31.3521.851H1-2 27 23.7612.2.1.3321.851H1 -2 27 23.7612.2..1.3321.851H1 -2 27 23.7612.24.3321.851H1-2 27 23.7612.24.3321.851H1 -2 27 23.7612.24.3321.851H1 -2 27 23.7612.24.3321.851H1-2 27 23.7612.2.13321.851111 -2 27 23.7612.24.3321.851H1-2 27 23.7612.24.3321.851111 -2 27 23.7612.2..1.3321.851111 -2 27 23.7612.2..1.3321.851111 -2 27 23.7612.24.3321.851H1-2 I 27 23.7612.31.741.851H1-2 1 27 23.7612.2..1 9081.851H2 27 23.7611.9..1.6321.851112 -11 27 23.7612.2.L.8471.85IH1 -2 27 23.7612.31.3521.851111 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 417 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Member AISC ASD Steel Code Checks (By Item) (Continued) 2730 2731 2732 2733 2734 2735 2736 2737 2738 2739 2740 2741 2742 2743 2744 2745 27461 2747 2748 2749 2750 2751 2752 2753 2754 2755 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765 2766 2767 2768 2769 2770 2771 2772 2773 2774 2775 2776 2777 2778 2779 2780 44 278145 2782146 2783147 2784148 2785149 LC Member 66 67 68 69 70 71 72 1 M40 2 3 4 5 6 7 8 9 101 11 12 13 14 15 16 17 18 19 201 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Shane W16X77 RISA -3D Version 8.0 3 IT UC Max .216 216 .216 .303 .254 177 .280 000 060 035 060 .060 060 040 040 .040 096 .154 .066 155 065 .108 .042 .109 .065 .108 .042 .109 065 108 042 .109 .072 130 .043 130 084 .034 .034 .034 057 072 072 .072 072 .057 .072 .072 072 .072 057 .072 072 .072 .072 .057 Barker Support 4.25 0 4.25 4.25 425 0 0 0 425 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.75 4.25 4.25 4.25 4.25 4 25 4.75 425 4.25 4.25 0 0 0 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.251 4.251 LocfftJShea.._Locfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb Cmy�Cmz Ean O 123.7612.31.3521.851H1 -2 0 23.7612.31.3521.851H1-2 0 23.7612.31.3521.851H1-2 O 23.7612.31.7341.851H1-2 2.79 23.7612.31.9061.851 H2 -1 O 21.6 23.7611.9 .1.6351.851 H2 -1 0 21.6 23.7612.31.8481.851H1 -2 0 21.6 23.7611 I.6I.6IH11 21.6 23.7612.0...3141.851H1 -2 21.6 23.7611.8...2281.851111 -2 21.6 23.76I2.0..1.314I.851H1 -2 21.6 23.7612.0..1.3141.851H1 -2 21.6 23.7612.0..1.3141.851H1 -2 21.6 23.7611.9.1.2161.851111 -2 21.6 23.7611.9..1.2161.851 H1 -2 21.6 23.7611.9..1.2161.85IH1 -2 21.6 23.7612.0..1607 .851H1-2 21.6 23.7612.031.423 .85 H2 -1 21.6 23.7612.0..1.665 .85 H2 -1 21.6 23.7612.0..1.415.851H1 -2 21.6 23.7611.9..1.606.851H1 -2 21.6 23.7611.8..1.422.851112 1 21.6 23.7611.8..1.667.851H2 -1 21.6 23.7611.9 .1.416 .85I H1 -2 21.6 23.7611.9..1.606.851H1 -2 21.6 23.7611.8..1.422 .85.851H2 1 21.6 23.7611.8..1667 .85I H2 1 21.6 23.7611.9..1.416.851111 -2 21.6 23.7611.9..1.606.851H1 -2 23.7611.8.422 .851 H2 1 21.6 23.7611.8...667 .85I H2 1 21.6 23.76 1.9.1.416 .851 H1 -2 21.6 23.762.0..1.618.851H1 -2 21.6 23.7612.0..1.421 .85 I H2 1 21.6 23.7612.1 •1.652.851 H2 1 21.6 23.7612.0..1.417.851111 -2 21.6 23.7612.0..1314 .851 H1 -2 I 21.6 23.7611.8..1.287.851H1 -2 1 21.6 23.7611.8..1.287.851H1 -2 21.6 23.7611.8..1.287.851H1 -2 21.6 23.7611.9..1266 .85 I 21.6 23.7612.0..1.314.851H1 -2 21.6 23.7612.0..1.314.851111 -2 21.6 23.7612.0.1314.851111 -2 21.6 23.76I2.0..1.314 .851H1 -2 21.6 23.7611.9.1.2661.851111 -2 21.6 23.7.612.0..1.3141.851H1 -2 21.6 23.7612.0..1.3141.851H1 -2 21.6 23.7612.0..1.3141.851H1 -2 21.6 23.7612.0..1.3141.851H1 -2 21.6 23.7611.9..1.2661.851H1 -2 21.6 23.7612.0..1.3141.851111 -2 21.6 23.7612.0..1.3141.851111 -2 21.6 23.7612.0..03141.851111 -2 21.6 23.7612.0..1.3141.851H1 -2 21.6 23.7611.9..1.2661.851H1 -2 .107 11.366 v120.97 21.6 .10711.36611/120.97121.6 I .107 11.3661 v 120.97121.6 I .140 11.3661 v 120.97121.6 I .067 11.3951 z 120.97121.6 I .073 11.3371 v 120.97 .150 11.3661 v 120.97 .000 I 0 I z 120.56 .032 11.6381 v 120.56 .020 11.8591 v 120.56 .032 11.6381 v 120.56 .032 11.6381 v 120.56 .032 11.6381 v 120.56 .02311 7711 v 120.56 .02311 771 I v 120.56 .023 11 771 I v 120.56 .043 11.5941 y 120.56 .02811 417 zI20.56 .022 I1 727 vI20.56 .038 11.6381 v 120.56 .031 11.6821 v 120.56 .01911 4171z120.56 .015 11.9041v120.56 .027 11.81 51 v 120.56 .031 1,1.6821 v 120.56 .019 11 4171zI20.56 .015 11.904 vI20.56 .027 11.815 v120.56 .031 11.6821 v 120.56 .01911 417 Iz120.56 .015 11.90411/120.56 .02711.8151v120.56 .030 11.5941 v 120.56 .020 11 41 71 z 120.56 .009 11 771 I v 120.56 .025 11.6821, v 120.56 .045 11.6381 v 120.56 .019 12.0811v120.56 .019 12.081Iv120.56 .019 12.081Iv120.56 .03211 7271 v 120.56 .039 11.6381 v 120.56 .039 1.6381 v 120.56 .039 1 1.6381, v 120.56 .039 11.6381v120.56 .032 11 7271v120.56 .039 11.6381 v 120.56 .039 11.6381 v 120.561 .039 11.6381 v 120.56 .039 11.638 vI20.56 .032 11 727 v120.56 .039 11.6381 v 120.56 .039 11.6381 v 120.56 .039 11.6381 v 120.56 .039 11.6381 v 120.56 .032 11 727 1v120.56 Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat. r3d] 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 Checked By Page 418 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 2786 50 2787 51 2788 52 2789 53 2790 54 2791 55 2792 56 2793 57 2794,58 2795 59 2796 60 2797 61 2798 62 2799 63 2800 64 2801 65 2802 66, 2803 67 2804 68 280569 2806 70 2807 71 2808 72 2809 1 M41 2810 2 2811 3 2812 4 2813 5 2814 6 2815 7 28161 8 2817 9 2818 10 2819 11 2820 12 2821 13 2822 14 2823 15 2824 16 2825 17 2826 18 2827 19 2828 20 2829 21 2830 22 2831 23 2832 24 2833 25 2834 26 2835 27 2836 28, 2837 29 2838 30 2839 31 2840 32 2841 33 Shane W8X31 Barker Support Member AISC ASD Steel Code Checks (By Item) (Continued) Checked By UC Max LocfftlShea...Locfft Fafksil Ftfksi Fbvfk...Fbzfk... Cb CmvCmz Ean .057 4.25 .032 11 7271v120 .56121.61 27 123.7611.9..1.2661.851 H1-2 .057 4.25 .032 11 7271v 120.56 21.6 27 123.7611.9.4.2661.851H1-2 .057 4.25 .032 11 727Iv120.56 21.6 27 123.7611.9..G.2661.851H1 -2 .057 4.25 .032 11 7271v120.56 21.6 27 123.7611.9.1.2661.851H1 -2 .057 4.25 .032 11 7271 v 120.56 21.6 27 123.7611.9.4.2661.851H1-2 .057 4.25 .032 11 7271v120.56 21.6 27 123.7611.9.•1.2661.851H1 -2 .057 14.25 .032 11 7271 v 120.56 21.6 27 23.7611.9.1.2661.851H1-2 .057 4.25 .032 11 7271v120.56 21.6 27 23.7611.9.1.2661.851H1-2 .057 4.25 .032 11 7271v120.56 21.6 27 23.7611.9..1.2661.851H1 -2 .057 4.25 .032 11 727 v 120.56 21.6 27 23.7611.9-2661.851 .057 4.25 .032 11 727 v120.56 21.6 27 23.7611.9.• •2661.851111 -2 .109 4.25 .04811.6381v120.56 21.6 27 23.7611.9..6141.851H1 -2 .191 4.25 .031 11 4171z12056 21.6 27 23.7611.9...4221.851H2 1 .067 4.25 .017 11.8591 v 120.56 21.6 27 23.7611.9 ..6571.851 H2 1 .192 4.25 .040 11 7271v120.56 21.6 27 23.7611.9...4161.851H1 -2 .054 4.25 .029 11 6381v120.56 21.6 27 23.7612.0...3141.85 H1 -2 .054 4.25 .029 11 638 v120.56 21.6 27 23.7612.0...3141.85 H1 -2 .054 4.25 .029 11.638 v120.56 21.6 27 23.76 2.0...314.851111 .054 4.25 .029 11.6381v120.56 21.6 27 23.762.0...314.851H1 -2 .105 4.25 .045 1 21.6 27 23.7612.0...617.851H1-2 .189 4.25 .030 11 4171z120.56 21.6 27 23.7612.0...421 .851H2-1 .064 4.25 .014 1 7711v120.56 21.6 27 23.7612.0...653.85 H2 -1 .189 4.25 .037 1.682Iv120.56 21.6 27 23.7612.0...416.85 H1 -2 .000 0 .000 0 Iz123.784 30 37.5 30 1 1 .6 .6 H1 1 .028 9 .003 0 Iv123.784 30 37.5 30 1175 .6 .6 H1 -2 .041 9 .003 0 I v123.784 30 37.5 3 1 75 .6 .6 H1 -2 .028 9 .003 0 I v123.784 30 37.5 30 1 75 .6 .6 H1-2 .028 9 .003 0 I v1 2 3. 7 8 4 30 37.5 30 1 75 .6 .6 H1 -2 .028 9 .003 0 I v123.784 30 37.5 30 1 75 .6 .6 H1 .038 9 .003 0 I v123.784 30 37.5 30 1 75 .6 .6 H1 -2 .038 9 .003 0 I v123.784 30 37.5 30 1 75 .6 .6 H1 .038 9 .003 0 v23.784 30 37.5 30 1 75 .6 .6 H1 -2 .015 9 .001 0 v123.784 30 37.5 30 175 .6 .6 H1 -2I .045 9 .002 0 v123.784 30 37.5 30 1 75 .6 .6 H1-21 .057 9 _007 0 v123.784 30 37.5 30 1 75 .6 .6 H1 -21 .059 9 .004 0 vI23.784 30 37.5 30 1 75 .6 .6 111 -21 .021 9 .000 0 v1 30 37.5 30 175 .6 .6 H1 -21 .050 9 .002 0 vI23.784 30 37.5 30 175 .6 .6 H1-2 .054 9 .006 0 v13. 30 37.5 30 1 75 .6 .6 H1 -2 .033 9 .004 0 vI23.784 30 37.5 30 1 75 .6 .6 H1-2 .021 9 .000 0 v13. 30 37.5 30 1 75 .6 .6 H1 .050 9 .002 0 vI23.784 30 37.5 30 1 .6 111 .054 9 .006 0 vI23.784 30 37.5 30 175 .6 .6 H1 -2 .033 9 .004 0 03.784 30 37.5 30 1 75 .6 .6 H1 -2 .021 9 .000 0 v123.784 30 37.5 30 175 .6 111 -2 .050 9 .002 0 vI23.784 30 37.5 30 1 75 .6 6 111 -2 .054 9 .006 0 v123.784 30 37.5 30 1 75 .6 .6 H1 -2 .033 9 .004 0 v X3.784 30 37. 30 1 7 5 .6 .6 111 -2 .017 9 .002 0 vI23.784 30 37.5 30 1 75 .6 .6 H1 -2 .034 9 .001 0 vI23.784 30 37.5 30 1 7 5 .6 .6 H1-2 .045 9 .005 0 03. 30 37.5 30 1 75 .6 .6 H1 -2 .048 I 9 .003 0 v123.784 30 37.5 30 1 75 .6 .6 111 -2 .040 I 9 .004 0 v123.784 30 37.5 30 175 .6 .6 H1 -2 .054 I 9 .004 0 v1 23 784 30 37.5 30 1 75 .6 .6 H1 -2 .054 I 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 111 -2 .054 I 9 .004 0 x3. 30 37.5 30 1 75 .6 .6 H1-2 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 419 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 2842 2843 2844 2845 2846 2847 2848 2849 2850 2851 2852 2853 2854 2855 2856 2857 2858 2859 2860 2861 2862 2863 2864 2865 2866 2867 2868 2869 2870 2871 2872 2873 2874 2875 2876 2877 2878 2879 2880 2881 2882 2883 2884 2885 2886 2887 2888 2889 2890 2891 2892 2893 2894 2895 12896 12897 Member Shane M42 W8X31 UC Max LocfftlShea...Locfft Fafksil Ftrksi Fbvfk...Fbzfk... Cb Cm Cmz Ean .040 9 .004 0 Iv123.784l 30 37.5 30 1 75 .61.61H1-2 .034 9 .004 0 v123.784 30 37.5 30 1 75.6 .6 1111-2 .034 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 1H1-2 .034 9 .004 0 v23.784 30 37.5 30 175 .6 .6 IH1-2 .034 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .040 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .034 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .034 9 .004 0 v 3.784 30 37.5 30 175 .6 .6 H1 -2 .034 9 .004 0 v 3.784 30 37.5 30 175 .6 .6 H1 -2 .034 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .040 9 .004 0 v23.784 30 37.5 30 1 75 .6 .6 H1 -2 .034 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .034 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .034 9 .004 0 v23.784 30 37.5 30 1 75 .6 .6 H1 -2 .034 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 .040 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .040 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H 1 -2 .040 9 .004 0 v23.784 30 37.5 30 1 75 .g g H1 -2 .040 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .040 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .040 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .040 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .040 9 .004 0 v 23.784 30 37.5 30 1 75 .6 .6 H1 .040 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .040 9 .004 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .040 9 .004 0 v23.784 30 37.5 30 1 7 5 .6 .6 H1 -2 .040 9 .004 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .027 9 .002 0 v 2 3.784 30 37.5 30 1 75 .6 .6 H1-2 .064 9 .002 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .071 9 .009 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .066 9 .005 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .026 9 .003 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .026 9 .003 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .026 9 .003 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 .026 9 .003 0 v 23.784 30 37.5 30 1 7 5 .6 .6 H1 .024 9 .003 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 .050 9 .001 0 v23.784 30 37.5 30 175 .6 .6 H1 .066 9 .008 0 v23. 30 37.5 30 175 .6 .6 H1-21 .069 9 .004 0 x3.784 30 37.5 30 175 .6 .6 H121 .000 0 .000 0 z23.784 30 37.5 30 1 .6 .6 H1 1 1 .106 9 .002 .0 x23.784 30 37.5 30 1 .6 .6 H11 .101 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .106 9 .002 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .106 9 .002 0 03.784 30 37.5 30 1 .6 .6 H1 1 .106 9 .002 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .102 9 .001 0 v 23.784 30 37.5 30 1 1 .6 .6 H1 1 .102 9 .001 0 v23.784 30 37.5 30 1 I.6 .6 H1 1 .102 9 .001 0 v23.784 30 37.5 30 1 .6 .666 6H11 .099 9 .001 0 v23.784 30 37.5 30 1 .6 6 H11 .067 9 .001 0 v23.784 30 37.5 30 1 H11 .120 9 .004 0 v23.784 30 37.5 30 1 H11 .145 9 .002 0 v23.784 30 37.5 30 1 .6 H11 .095 9 .000 0 v 3.784 30 37.5 30 1 .6 6 H1 .073 9 .001 0 v 3.784 30 37.5 30 1 .6 .6 H1 1 .113 9 .003 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .132 9 .002 0 v23. 30 37.5 30 1 .6 .6 H1 1 RISA -3D Version 8.0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 420 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 2898 2899 2900 2901 2902 2903 2904 2905 2906 2907 2908 2909 2910 2911 2912 2913 2914 2915 2916 2917 2918 2919 2920 2921 2922 2923 2924 2925 2926 2927 2928 2929 2930 2931 2932 2933 2934 2935 2936 2937 2938 2939 2940 2941 2942 2943 2944 2945 2946 2947 2948 2949 2950 2951 2952 2953 LC Member 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M43. Shane W8X31 UC Max .095 .073 .113 .132 095 .073 .113 .132 .061 .033 079 .102 .149 .119 .119 .119 .125 .127 .127 .127 .127 .125 .127 .127 .127 .127 .125 .127 .127 .127 .127 .125 .125 .125 .125 .125 .125 .125 .125 .125 .125 .125 .125 .117 .076 .145 .181 .095 .095 .095 .095 .091 .051 .117 .151 .000 Locfftl Shea...Locf ft 9 .000 0 9 .001 0 9 .003 0 9 .002 0 9 .000 0 9 .001 0 9 .003 0 9 .002 0 9 .002 0 9 .000 0 9 .003 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 -0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .002 0 9 .001 0 9 .005 0 9 .003 0 9 .001 0 9 .001 0 9 .001 0 9 .001 0 9 .002 0 9 .001 0 9 .005 0 9 .002 0 0 1..000 0 Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz v123-784 30 37.5 30 1 .6 1 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 1 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v 123.784 30 37.5 30 1 .6 .6 v123 784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.7841 30 37.5 30 1 .6 .6 v123.7841 30 37.51 30 1 .6 .6 V123.784 30 37.5 30 1 .6 .6 v123 784 30 37.5 30 1 75 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123-784 30 37.5 30 1 .6 .6 v1 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 V123.784 30 37.5 30 1 .6 .6 v123-784 30 37.5 30 1 .6 .6 v1 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123-784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 ..6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v1 30 37.5 30 1 .6 .6 v123-784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123-784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123-784 30 37:5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123-784 30 37.5 30 1 6 .6 v123.784 30 37.5 30 1 :6 .6 V123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 .6 .6 V123.784 30 37.5 30 1 .6 .6 vi23.784 30 37.5 30 1 .6 .6 v123.784 30 37.5 30 1 1 .6 .6 V123-784 30 37.5 30 1 1 .6 .6 V1 30 37.5 30 11 751 .6 .6 v123.784 30 37.5 30 1 I .6 .6 z123.784 30 37.5 30 1 1.6 .6 RISA 3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 421 Ean H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 -2 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1. H1 1 H.1 1 H1 1 H1 1 H1 1 H1 1 H1 -2 H1 1 H1 1 1 1 t 1 f 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 2954 2955 2956 2957 2958 2959 2960 2961 2962 2963 2964 2965 2966 2967 2968 2969 2970 2971 2972 2973 2974 2975 2976 2977 2978 2979 2980 2981 2982 2983 2984 2985 2986 2987 2988 2989 2990 2991 2992 2993 2994 2995 2996 2997 2998 2999 3000 3001 3002 3003 3004 3005 3006 3007 3008 3009 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Member Shaoe UC Max .104 .088 .104 .104 .104 .092 .092 .092 .122 .074 .093 .152 .106 .077 .087 .125 .106 077 .087 .125 .106 .077 087 .125 082 047 055 112 .146 .100 100 .100 117 125 125 125 .125 .117 125 .125 .125 .125 .117 .125 .125 .125 .125 117 .117 .117 .117 .117 .117 .117 .117 .117 LocfftlShea...Locfft Fafksil Ftfksil 9 .001 0 lv23.784l 30 9 .000 0 v123.784 30 9 .001 0 v 123.784 30 9 .001 0 v123.784 30 9 .001 0 v123. 30 9 .001 0 v123.784 30 9 .001 0 v[23.784 30 9 .001 0 v123.784 30 9 .003 0 v 23.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .002 0 v123.784 30 9 .002 0 v123.784 30 9 .000 0 v123.784 30 9 .001 0 v123.784 30 9 I .001 0 z 23 784 30 9 .002 0 v123.784 30 9 .000 0 y23.784 30 9 .001 0 v123.784 30 9 .001 0 z123.784 30 9 .002 0 v23.784 30 9 .000 0 v23.784 30 9 .001 0 v123.784 30 9 001 0 z 23.784 30 9 .003 0 v23.784 30 9 .000 0 z123.784 30 9 002 0 v 23.784 30 9 .001 0 z123.784 30 9 .002 0 v123.784 30 9 .000 0 z 23.784 30 9. .000 0 z 23.784 30 9 .000 0 z 23.784 30 9 .001 0 v23.784 30 9 .001 0 v23.784 30 9 .001 0 v123.784 30 9 .001 0 v 23.784 30 9 .001 0 v 23.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .001 0 v23.784 30 9 .001 0 v23.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .001 0 v23. 30 9 .001 0 v123.784 30 9 .001 0 v 23.784 30 .9 .001 0 v123.784 30 9 .001 0 v 23.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .001 0 v23.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 9 .001 0 v123.784 30 Fbvfk...Fbzfk.. 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37,5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 37.5 I 37.5 37.5 I 37.5 I 37.5 I 37.5 37.5 1 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Cb CmyCmz Eqn 1 .6l.61H11 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 75 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 .6 1 I .6 1 I .6 1 .6 1 .6 1 1 75 1 75 1 1 75 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .6 6 .6 .6 .6 .6 .6 6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 .6 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 422 IH11 1H1 11 H1 11 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 -2 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 -2 H1 -2 H1 1 H1 -2 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 H1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member A►SC ASD Steel Code Checks (By Item) (Continued) 3010 3011 3012 3013 3014 3015 3016 3017 3018 3019 3020 3021 3022 3023 3024 3025 3026 3027 3028 3029 3030 6 3031 7 30321 8 30331 9 3034110 3035111 3036112 3037113 3038114 3039 15 3040 16 3041 3042 3043 3044 3045 3046 3047 3048 3049 3050 3051 3052 3053 3054 3055 3056 3057 3058 3059 3060 3061 3062 3063 3064 3065 LC Member 58 59 60 61 62 63, 64 65 66 67 68 69 70 71 72 1 M44 2 3 4 5 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Shaoe W8X31 UC Max Loon Shea...Locfftl... Fafksi Ftlksil Fbvfk...Fbzfk... Cb CmvCmz Eqn .117 9 .001 0 Iv123.784( 30 137.5 30 1 .6 .6 11-11 1 .117 9 .001 0 v1 30 1 37.5 30 1 .6 .6 1H1 1 .117 9 .001 0 v123.784 30 137.5 30 1 .6 .6H11 .143 9 .004 0 v1 30 1 37.5 30 1 .6 .6 1 H 1 1 .091 9 .001 0 zI23.784 30 137.5 30 1 .6 .6 .107 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .183 9 .002 0 z123.784 30 37.5 30 175 .6 .6 H12 .093 9 .001 0 03784 30 137.5 30 1 .6 .6H1 .093 9 .001 0 v123.784 30 1 37.5 30 1 .6 .6 H1 1 .093 9 .001 0 03.784 30 137.5 30 1 .6 .61H11 .093 9 .001 0 v 3.784 30 37.5 30 1 .6 .6 IH1 1 .122 9 .004 0 x3.784 30 37.5 30 175 .6 .6 1H1-2 .070 9 .001 0 v123.784 30 37.5 30 1 75 .6 .61H1 -2 .083 9 .002 0 x1 30 37.5 30 1 .6 .6H1 .165 9 .002 0 z123.784 30 37.5 30 1 75 .6 .6 (H 1 2 .000 0 .000 0 z 123 784 30 37.5 30 1 .6 .6 H 1 1 .040 9 .003 0 v1 30 37.5 30 175.6 .61H1 .084 9 .002 0 03.784 30 37.5 30 1 75 6 _6 H1 .040 9 .003 0 v123.784 30 37.5 30 1 7 5 .6 .6 H1 2 .040 9 .003 0 v1 23 784 30 37.5 30 1 7 5 .6 .6 (H1 .040 9 .003 0 v1 23 784 30 37.5 30 1 75.6 .6 IH1 .073 9 .002 0 v1 23 784 30 37.5 30 175 .6 .6 9 .002 0 03.784 30 37.5 30 1 7 5 .6 .61H1 -2 .073 9 .002 0 v1 23 784 30 37.5 30 1 75 .6 .6 H1 .027 9 .001 0 03.784 30 37.5 30 1 75 .6 .6 H1 .056 9 .004 0 03.784 30 37.5 30 175 .6 .61H1-2 .065 9 .006 0 03.784 30 37.5 30 1 75 .6 6 H1 .046 9 .002 0 v1 7 8 4 30 37.5 30 1 75 .6 .6 H1 .059 9 .001 0 z123.784 30 37.5 30 1 75 .6 .6 H1 2 .068 9 .003 0 v 123.784 30 37.5 30 1 75 .6 .6 H1 .091 9 .005 0 v1 30 37.5 30 1 75 .6 .6 H1 21 .077 9 .002 0 03.784 30 37.5 30 17 5 .6 .6 Hi- .059 I 9 .001 0 z123.784 30 37.5 30 .175 .6 .6 H1 .068 I 9 .003 0 v1 30 37.5 30 1 75 .6 .6 H1 .091 I 9 .005 0 v123.784 30 37.5 30 1 75 .6 .6 H1 2 .077 I 9 .002 0 03.784 30 37.5 30 175 .6 .6 H1 .059 I 9 .001 0 z123.784 30 37.5 30 1 75 .6 .6 H1 .068 9 .003 0 v1 23 784 30 37.5 30 1 7 5 .6 .6 H1 .091 9 .005 0 03. 30 37.5 30 1 75 .6 .6 H1 .077 9 .002 0 v1 30 37.5 30 175 .6 .6 H1 2 .024 9 .002 0 03.784 30 37.5 30 175 .6 .6 H1 .044 9 .003 0 03.784 30 37.5 30 1 75 .6 .6 H1 .049 9 .005 0 v123.784 30 37.5 30 175 .6 .6 H1 -2 .030 9 .001 0 v1 30 37.5 30 1 75 .6 .6 H1 .057 9- .004 0 03.784 30 37.5 30 1 75 .6 .6 H1 .118 9 .002 0 v1 30 37.5 30 1 75 .6 .6 H1 .118 9 .002 0 03.784 30 37.5 30 1 75 .6 .6 H1 .118 9 .002 0 03.784 30 37.5 30 1175 .6 .6 H1 2 .070 9 .003. 0 03.784 30 37.5 30 1 .6 .6 H1 -2 .048 9 .003 0 03. 30 37.5 30 1 7 5 .6 .6 Hi-2 .048 9 .003 0 03.784 30 37.5 30 1 75 .6 .6 H1 .048 9 .003 0 v1 7 84 30 37.5 30 1 75 .6 .6 H1 .048 9 .003 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2I .070 9 .003 0 x3.784 30 37.5 30 1175 .6 .6 H1 -21 .048 9 .003 0 v 3.784 30 37.5 30 1175 .6 .6 H1 -21 .048 9 .003 0 v123.784 30 37.5 30 1175 .6 .6 H1 21 RISA -3D Version 8.0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 423 r r 1 1 1 1 1 1 1 1 1 1 1 1 M M M r M 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By' Member AISC ASD Steel Code Checks (By Item) (Continued) 3066 3067 3068 3069 3070 3071 3072 3073 3074 3075 3076 3077 3078 3079 3080 3081 3082 3083 3084 3085 3086 3087 3088 3089 3090 3091 13092 13093 13094 13095 13096 3097 3098 3099 3100 3101 3102 3103 3104 3105 3106 3107 3108 3109 3110 3111 3112 3113 3114 3115 3116 3117 3118 3119 3120 3121 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Shape M45 W8 UC Max .048 .048 .070 .048 .048 .048 .048 .070 .070 .070 .070 .070 .070 .070 .070 .070 .070 .070 .070 .062 .066 .105 .079 .036 .036 .036 .036 .035 .064 .071 .045 .000 .104 .100 .104 .104 .104 .101 .101 .101 .098 .144 .119 .066 .096 .131 .112 .072 .096 .131 .112 .072 .096 .131 .112 .072 Locfft1Shea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon 9 1.003 0 I v123.784 30 1 37.5 1 30 1 75 .6 1 .6 H1-2 9 1.003 0 vI23.784 30 137.51 30 175 .6 .6 H1 -2 9 1 .003 0 v123.784 30 1 37.5 130 1 75 .6 .6 H1-2 9 .003 0 v123.784 30 37.5 130 1 75 .6 .6 H1 9 .003 0 v123.784 30 37.5 1 30 1 75 .6 .6 H1 9 .003 0 v123.784 30 37.5 1 30 1 75 .6 .6 H1 2 9 .003 0 v23.784 30 37.5 30 1 75 .6 .6 H1 -2 9 .003 0 v123.784 30 37.5 30 1 75 .6 .6 H1 9 .003 0 v23.784 30 37.5 30 175 :6 .6 H1 -2 9 .003 0 v23.784 30 37.5 30 175 .6 .6 H1 9 .003 0 v23.784 30 37.5 30 175 .6 .6 H1 9 .003 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 9 .003 0 v 23.784 30 37.5 30 1 75 .6 .6 H 1 -2 9 .003 0 v23.784 30 37.5 30 175 .6 .6 H1 -2 9 .003 0 v23.784 30 37.5 30 1 75 .6 .6 H1 9 .003 0 ■3.784 30 37.5 30 175 .6 .6 H1 9 00 0 v 3.784 30 37.5 30 175 .6 .6 H1 -2 9 .003 0 v 3.784 30 37.5 30 1 75 ,6 .6 H1 -2 9 .003 0 v 23.784 30 37.5 30 1 75 .6 .6 H 1 -2 9 .002 0 v 23.784 30 37.5 30 1 75 .6 .6 H 1 -2 9 .004 0 v 23.784 30 37,5 30 1 75 .6 .6 H 1 -2 9 .008 0 v23.784 30 37.5 30 175 .6 .6 H1 9 .002 0 v 23.784 30 37.5 30 1 75 .6 .6 H1 -2 9 .002 0 v123.784 30 37.5 30 1 75 .6 .6 H1-2 9 .002 0 03.784 30 37.5 30 175 .6 .6 H1 9 .002 0 v123.784 30 37.5 30 1 75 .6 .6 H1 9 .002 0 1v23.784 30 37.5 30 1 75 .6 .6 H1 -2 9 _003 0 1v23 784 30 37.5 30 1 75 .6 6 H1 -2 9 .004 0 IvP3.784 30 37.5 30 175 .6 .6 H1 -2 9 .008 0 103.784 30 37.5 30 175 .6 .6 H1 -2 9 .001 0 103.784 30 37.5 30 175 .6 .6 H1 -2 0 .000 0 1z123.784 30 37.5 30 1 .6 .6 Hi 1 9 .001 0 Iv23.784 30 37.5 30 1 .6 .6 H1 1 9 .001 0 1v123.784 30 37.5 30 1 .6 .6 H11 9 .001 0 1v1 30 37.5 30 1 .6 .6 H111 9 .001 0 103.784 30 1 37.5 30 1 .6 .6 H111 9 .001 0 1v23.784 30 137.5 30 1 .6 .6 H1 1 9 .001 0 v23.784 30 137.5 30 1 .6 .6 H1 9 .001 0 v23.784 30 137.5 30 1 .6 .6 H1 1 9 .001 0 03.784 30 37.5 30 1 .6 .6 H11 9 .001 0 03.784 30 37.5 30 1 .6 .6 H11 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 9 .004 0 v23.784 30 37.5 30 1 .6 .6 H 1 1 9 .001 0 v 23.784 30 37,5 30 1 .6 .6 H 1 1 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1H11 1 9 .001 0 v23.784 30 37.5 30 1 .6 .6 9 .003 0 v23.784 30 37.5 30 1 .6 .6 H11 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H11 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H11 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 9 .003 0 03.784 30 37 ..5 30 1 .6 .6 H1 1 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H11 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 9 .001 0 03.784 30 37.5 30 1 .6 .6 Hl 1 9 .003 0 v2 3.784 30 37.5 30 1 .6 .6 H11 9 1 .001 0 v123.784 30 37.5 30 .1 6 .6 H 1 1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 424 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 3122 3123 3124 3125 3126 3127 3128 3129 3130 3131 3132 3133 3134 3135 3136 3137 3138 3139 3140 3141 3142 3143 3144 3145 3146 3147 3148 3149 3150 3151 3152 3153 3154 3155 3156 3157 3158 3159 3160 3161 3162 3163 3164 3165 3166 13167 3168 3169 3170 3171 3172 3173 3174 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72- 1 2 3 4 5 6 31751 7 3176{ 8 31771 9 Member Shaoe M46 W8X31 UC Max Locfft)Shea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .060 9 .002 0 �v23.784 30 37.5 30 1 .6 .6 H1 1 102 9 .001 0 v 123.784 30 37.5 30 1 6 .6 H I 1 .078 9 .003 0 03.784 30 37.5 30 175 .6 .6 H1 .034 9 .000 0 03.784 30 37.5 30 1 .6 .6 H11 .146 9 .002 0 v123.784 30 37.5 30 1 .6 .6 H11 .119 9 .001 0 v 7 84 30 37.5 30 1 .6 .6 H1 1 .119 9 .001 0 03.784 30 37.5 30 1 .6 .6 H 1 1 .119 9 .001 0 v123.754 30 37.5 30 1 .6 .6 H1 ill .123 9 .002 0 x3.784 30 37.5 30 1 .6 .6 H11 .125 9 .002 0 v 3.784 30 37.5 30 1 .6 .6 H1 1 .125 9 .002 0 03.784 30 37.5 30 1 .6 .6 H1 .125 9 .002 0 v23 784 30 37.5 30 1 .6 .6 H 1 1 .125 9 .002 0 03.784 30. 37.5 30 1 .6 .6 H11 123 9 .002 0 x23 784 30 37.5 30 1 .6 .6 H1 1 II .125 9 .002 0 v123.784 30 37.5 30 1 .6 1.6 H11 .125 9 .002 0 v 3.784 30 37.5 30 1 .6 I .6 H1 1 .125 9 .002 0 v 3.784 30 37.5 30 1. .6 I .6 H 1 11 .1 75 9 .002 0 03.784 30 37.5 30 1 .6 1.6 Hi 11 III .123 9 .002 0 03.784 30 37.5 30 1 .6 .6 .125 9 .002 0 v23 784 30 37.5 30 1 .6 .6 H1 H1 1 1 .125 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .125 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .125 9 .002 0 v123.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .123 9 1.002 0 03.784 30 37.5 30 1 .6 _6 H1 11 .123 9 1 .002 0 03.784 30 37.5 30 1 .6 .6 Hi 11 .123 9 1.002 0 03.784 30 37.5 30 1 .6 .6 .123 9 1.002 0 v1 30 37.5 30 1. .6 .6 H1 H1 1 1 .123 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .123 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .123 9 .002 0 03.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .002 0 03.784 30 37.5 30 1 .6 .6 H11 .123 9 .002 0 03.784 30 37.5 30 1 1 .6 .6 H 11 .123 9 .002 0 v123.784 30 37.5 30 11 .66 .6 H1 .123 9 .002 0 03.784 30 37.5 30 1 H1 .118 9 .002 0 v123.784 30 37.5 30 1 6 .6 H1 .180 9 .002 0 03.784 30 37.5 30 1 1 .6 .6 H1 .144 9 .005 0 03.784 30 37.5 30 1 1 6 .6 H 1 1 .076 9 .001 0 x3.784 30 37.5 30 1 .6 .6 Hi 1 .094 9 .001 0 v 123.784 30 37.5 30 1 .6 .6 H 1 1 .094 9 .001 0 03.784 30 37.5 30 1 .6 .6 H11 .094 9 .001 0 v 123.784 30 37.5 30 1 .6 .6 I H 1 1 .094 9 .001 0 v23.784 30 37.5 30 1 .6 .6IH11 .090 9 .002 0 v 23.784 30 37.5 30 1 .6 .6 I H 1 1 .150 9 .002 0 v123.784 30 37.5 30 1 .6 .6 I H 1 1 .116 9 .005 0 v23.784 30 37.5 30 175 .6 .61H1 -2 .052 9 .001 0 x23.784 30 37.5 30 1 .6 .6 IH1 1 .000 0 .000 0 z123.784 30 37.5 30 1 .6 .6 H 1 1 .102 9 .001 0 x23.784 30 37.5 30. 1 .6 .6 IH1 .095 9 .000 0 Z1 30 37.5 30 1 .6 .6 I H 1 1 .102 9 .001 0 03.784 30 37.5 30 1 .6 .61H1. .102 9 .001 0 03.784 30 37.5 30 1 .6 .6 I H 1 1 .102 9 .001 0 v 23.784 30 37.5 30 1 .6 .6 I H 1 1 .097 9 .000 0 z123.784 30 37.5 30 1 .6 .6 H 1 1 097 9 .000 0 z123.784 30 37.5 30 1 .6 .61 .097 9 .000 0 Z23.784 30 37.5 30 1 .6 .6 1H1 1 RISA -3D Version 8.0 3 [T• \Calcs Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 425 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 13178 13179 3180 3181 3182 3183 3184 3185 3186 3187 3188 3189 3190 3191 3192 3193 3194 3195 3196 3197 3198 3199 3200 3201 3202 3203 3204 3205 3206 3207 3208 3209 3210 3211 3212 3213 3214 3215 3216 3217 3218 3219 3220 3221 3222 3223 3224 3225 3226 3227 3228 3229 3230 3231 3232 3233 LC Member 101 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Shane UC Max LocfftiShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Eon .12.0 9 .003 0 I v23.784l 30 I37.5I 30 1 75 _6 1.6 H1 .150 9 .001 0 v123.784 30 37.5 30 175 .6 .6 H1 -2 .093 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .072 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .110 9 .002 0 v23.784 30 37.5 30 1 .6 .6 Hi .129 9 .001 0 z23.784 30 37.5 30 1 .6 .6 H1 -1 .093 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H11 .074 9 .000 0 z23.784 30 37.5 30 1 .6 .6 H 11 .110 9 .002 0 v23.784 30 37.5 30 1 .6 .6 H1 .1.29 9 .001 0 :Z123.784 30 37.5 30 1 .6 .6 H 1 1 .093 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .074 9 .000 0 z 23.784 30 37.5 30 1 .6 .6 H1 1 .110 9 .002 0 y123.784 30 37.5 30 1 .666 H.129 9 .001 0 z23. 30 37.5 30 1 H1 .093 9 .0011 0 v23.784 30 37,5 30 1 1. H 1 .074 9 .000 0 z23.784 30 37.5 30 1 1.61 H1 1 .081 9 .003 1 0 v123.784 30 37.5 30 1 751 .6 1 .6 H1-2 .111 9 _0011 0 z23.784 30 37.5 30 1751 .61.61H1 -2 .055 9 .002 0 y23.784 30 37.5 30 1 .6 .6 H1 1 .046 9 .000 0 223.784 30 37.5 30 175 .6 .6 H1 .143 9 _002 0 v123.784 30 37.5 30 1 .6 .6 H1 1 .114 9 .000 0 z123.784 30 37.5 30 1 .6 .6 Hi 1 .114 9 .000 0 z123.784 30 37.5 30 1 .6 .6 H1 1 .114 9 .000 0 723.784 30 37.5 30 1 .6 .6 Hi 1 .119 9 001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H11 .123 9 001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 .123 9 001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .001. 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 11 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 11 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi .174_ 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .123 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi i .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi i .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 .119 9 .001 0 1/23.784 30 37.5 30 1 .6 .6 H1 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 Hi 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H11 .119 9 .001 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .145 9 .004 0 x 23.784 30 37.5 30 1 .6 .6 Hi 1 .185 9 .002 0 723.784 30 37:5 30 1 75 .6 .6 H1 .111 9 .002 0 v23.784 30 37.5 30 1 .6 .6 H1 1 .089 9 .001 0 z23.784 30 37.5 30 1 .6 .6 H1 1 .092 9 .001 0 v23.784I 30 37.5 30 1 .6 .6 H1 1 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 426 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 3234 3235 3236 3237 3238 3239 3240 3241 3242 3243 3244 3245 3246 3247 3248 3249 3250 3251 3252 3253 3254 3255 3256 3257 3258 3259 3260 3261 3262 3263 3264 3265 3266 3267 3268 3269 3270 3271 3272 3273 3274 3275 3276 3277 3278 3279 3280 3281 3282 3283 3284 3285 3286 3287 3288 3289 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Shape M47 HSS6X.. UC Max .092 .092 .092 .121 .162 .083 .068 .000 .005 .006 .005 .005 .005 .004 .004 .004 ..004 .005 .006 .004 .002 .005 .006 .006 .002 .005 .006 .006 .002 .005 .006 .006 .003 .004 .005 .003 .006 .010 .010 .010 .003 .006 .006 .006 .006 .003 .006 .006 .006 .006 .003 .006 .006 .006 .006 .003 Locfft]Shea...L0 9 9 9 9 9 9 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 .001 .004 .002 .002 .001 .000 .000 .000 .000 .000 .000 .000 .000 .000 .001 .000 .001 .000 .000 .001 .001 .000 .000 .001 .001 .000 .000 .001 .001 .000 .001 .000 .001 .000 .000 .001 .001 .001 .000 .000 .000 .000 .000 .000 :000 .000 .000 .000 .000 .000 .000 .000 .000 .000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ft Fa ksi Ft ksi v +3.784 V 123.784 v123.784 v123.784 z123.784 V123.784 z123.784 Z123.197 v I�3.197 3.197 v123.197 v 123. V 123.197 197 V1 V123.197 V123.197 z123.197 z123.197 43.197 y 123. v 123.197 197 V123.197 v123.197 V I23.197 v� v123 3.197 197 v123.197 v123.197 v123.197 v319 V123.197 v 123.1 v 123.19 7 z123•197 v123.197 3.197 3.197 43.197 v v 123 123 197 v123.497 197 V 7 V 123 7 3.197 V123.197 43.197 V123.197 V I23.197 v�3.1 V 123.197 97 v123.197 V123.197 v123. v 123.197 197 v123.197 Fb k...Fbzfk... Cb CmvCmz Eon 30 37.5 30 1 .6 .6 1H1 11 30 37.5 30 1 .6 .6 1H 11 1 30 37.5 30 1 .6 .6 1 H 1 11 30 37.5 30 1 75 .6 .6 1H1-21 30 37.5 30 1 75 .6 .6 11-11-2 30 37.5 30 1 .6 .6IH1 30 37.5 30 1 75 .6 .6 114i-2 1 27.6 30.36 30.361 75 .6 .6 1 H 1 1 1 27.6 30.36 30.36 2.3 .304.2821 H1 21 27.6 30.36 30.36 2.2. 326 .4361 H2 1 27.6 30.36 30.36 2.3 304.2821H1 27.6 30.36 30.36 2.3 .304.2821H1-2 27.6 30.36 30.36 2.3 304.2821 H1 27.6 30.36 30.36 2.3 .4 .411H2-1 27.6 30.36 30.36 2.3 .4 .411H2-1 27.6 30.36 30.36 2.3 .4 .411 H2 27.6 30.36 30.361 4 318.7391H1 2 27.6 30.36 30.36 2.3 407.2331H1 27.6 30.3630.36 2.2...285.4181H 1 2 27.6 30.36 30.36 2.3 822 .3171H 1 27.6 30.36 30.36 2.3 418.2541 H2 1 27.6 30.36 30.36 2.2. 556 .4281 H2 1 27.6 30.36 30.36 2.1 ..404.4571 H2 27.6 30.36 30.36 2.3 519.3911 H2 1 27.6 130.36 30.36 2.3 418.2541H2 27.6 130.36 30.36 2.2.. .556.4281 H2 27.6 130.36 30.36 2.1 ..404.4571 H2 27.6 130.36 30.36 2.3 519.3911 H2 1 27.6 130.36 30.36 2.3 418.2541 1 H2 27.6 130.36 30.36 2.2. .556.4281 H2 1 27:6 130.36 30.36 2.1 ..404.4571 H2 1 27.6 130.36 30.36 2.3 519 .3911 H2 1 27.6 130.36 30.36 1.6. 326 .6321H 1 27.6 130.36 30.36 2.3 .449.21311 27.6 130.36 30.36 2.1 ..267.4541H1 27.6 130.36 30.36 2.3 675.3351H1 27.6 130.36 30.36 2.3 304.2821H1 2 27.6 130.36 30.36 2.1 318.45911 1 27.6 130.36 30.36 2.1 ..318.4591 H2 27.6 130.36 30.36 2.1 .318.4591H2 1 27.6 130.36 30.36 2.3 294.3471H1 27.6 130.36 30.36 2.3 304.2821H1 2 27.6 130.36 30.36 2.3 .304.2821H1 27.6 130.36 30.36 2.3 .304.2821H1 27.6 130.36 30.36 2.3 304.2821H1 27.6 130.36 30.36 2.3 .294.3471H1 27.6 130.36 30.36 2.3 .304.2821 H1 27.6 130.36 30.36 2.3 .304.2821H1 27.6 130.36 30.36 2.31.304 .282I H 1 -2 27.6 130.36 30.36 2.31.304 .2821H 1 21 27.6 130.36 30.36 2.3 294.3471H1 27.6 130.36 30.36 2.3 .304.2821H1 27.6 130.36 30.36 2.31.304.2821H1-2 27.6 130.36 30.36 2.31.304.2821H1 27.6 130.36 30.36 2.31.304 .2821H 1 21 27.6 130.36 30.36 2.31.294.3471H1-21 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 427 r r 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By MemberA/SC ASD Steel Code Checks (By Item) (Continued) 13290 13291 13292 13293 13294 3295 3296 13297 13298 13299 3300 3301 3302 .13303 13304 13305 3306 3307 3308 3309 3310 3311 3312 3313 3314 3315 3316 3317 3318 3319 3320 3321 3322 3323 3324 3325 3326 3327 3328 3329 3330 3331 3332 3333 3334 3335 3336 3337 3338 3339 3340 3341 3342 3343 3344 3345 Member Shaoe M48 HSS6X.. UC Max .003 _003 003 .003 .003 .003 _003 .003 .003 .003 .003 .003 .006 .007 .005 .004 .004 .004 .004 .005 .006 .007 .004 .000 .015 .074 .015 .015 .015 .059 .059 .059 .015 .030 .019 .016 .056 .071 .062 .048 .056 .071 .062 .048 .056 .071 .062 .048 .009 .024 .013 .016 .021 .113 .113 .113 LocfftiShea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cmy�Cmz Eon 0 .000 0 1y123. 1971 27.6130.36130.3612.31 H1 2 O .000 0 I v 23.1971 27.6 130.36130.3612.31.2941.3471H1-2 O .000 0 1v123.1971 27.6 130.36130.3612.31.2941.3471 H 1 -2 0 .000 0 Iv3.197 27.6 130.36130.3612.31.2941.3471H1 -2 0 .000 0 I v 3.197 27.6 130.36130.3612.31.2941.3471H1-2 0 .000 0 v23.197 27.6 130.36130.3612.31.2941.3471H1 -2 0 .000 0 v123.197 27.6 130.36130.3612.31.2941.3471H1 2 O .000 0 v123.197 27.6 130.36130.3612.31.2941.3471H1-2 0 .000 0 v123.197 27.6 30.36130.3612.31.294.3471H1 -2 O .000 0 v123.197 27.6 30.36130.3612.31.294 .347I 30.36130.3612.31.294.3471H1-2 0 .000 0 v 123.197 27.6130.36130.3612.31.2941.3471H1 0 .001 0 z123.197 27. 6130 .361301611.2..1.331.821H1 -2 9 .001 0 z 123.197 27.6 130.36130.3612.31 9 .002 0 v123.197 27.6 130.36130.3612.1 .1.2061.4571H1 -2 9 .000 0 v123.197 27.6 130.36130.3612.31.6061.3081H2 -1 O .000 0 ■123.197 27.6 130.36130.3612.31.3041.282IH1 -2 0 .000 0 v123.197 27.6 130.36130.36 2.31.3041.2821H1-2 0 .000 0 v23.197 27.6 130.36130.36 2.31.3041.2821H1-2 0 .000 0 v123.197 27.6 130.36130.3612.31.3041.2821 H1-2 1 9 .001 0 v123.197 27. 6130 .36130.3611.651.3251.6391H1 -21 9 .001 0 z123.197 27 130.36130.3612.31.4461.2071H1-21 9 .001 0 v123.197 27.6 130.36130.3612.1 4.271.4511H1-2 1 9 .000 0 v123.197 27.6 130.36130.3612.31.6841.3331H1-21 0 .000 0 7I21 197 27.6 130.36130.3611 751 .6 I .6 IH1 1 9 .001 0 z123.197 27.6 130.36130.3611 4.1.5561.7081 H 1 -2 9 .002 0 z23.197 27.6 130.36130.3611 4.1.5561.7031H1 -2 9 .001 0 z 123.197 27.6 130.36130.3611 4 ..5561.7081 H 1 -2 9 .001 0 z23.197 27.6 130.36130.3611 4 ..5561.7081 H 1 -2 9 .001 0 z123.197 27.6 130.36130.3611 4.1.5561.7081H1-2 9 .002 0 .7 121 197 27.6 130.36130.3611 4.1.5561.7381 H 1 -2 9 .002 0 z (23.197 27.6 130.36130.3611 4.1.5561.7381 H 1 -2 9 .002 0 z23.197 27.6 130.36130.3611 4.1.5561.738IH1 -2 9 .001 0 z 23.197 27.6 130.36130.3612.31.5661.3031H1-2 9 .002 0 z123.197 27.6 130.36130.3611 4.1.5631.717I H 1 -2 9 .001 0 z123.197 27.6 130.36130.3611 411.5491.7451 H 1 -2 9 .001 0 z123.197 27.6 130.36130.3611.5.1.5751.6991H1-2 9 .002 0 z123.1 97 27.6 130.36130.3611.0.4.5581.9481H1-2 9 .003 0 z23.197 27.6 130.36130.361 4.1.561.7381H1 -2 9 .003 0 z123.197 27.6 130.36130.3611.5..1.5551.6741 H 1 2 9 .001 0 z23.197 27.6 130.36130.3611 4.1.5481.7381 H 1 -2 9 .002 0 z 23.197 27.6 130.36130.3611.0..1.5581.9481 H1 -2 9 .003 0 223.197 27.6 130.36130.3611 4.1.561.7381H1 -2 9 .003 0 z123.197 27.6 130.36130.3611.5-1.5551.6741H1-2 9 .001 0 z123.197 27.6 130.36130.3611 4.1.5481.7381H1-2 9 .002 0 z23.197 27.6 130 .36I30.3611.0..1.5581.948IH1 -2 9 .003 0 z123.197 27.6 130.36130.3611 4 .1.561.738IH1 -2 9 .003 0 z123.197 27.6130.36130.3611.5 9 .001 0 2123.197 27.6 130.36130.3611 4.1.5481.7381H1 2 9 .001 0 03.197 27.6130.36130.3612.31.5781.4131H1 9 .002 0 z123.197 27.6 130.36130.3611 4 .1.5651.723IH1-2 1 9 .001 0 z123. I 97 27.6 130.36130.3611.5..1.5461.6751 H1-2 I 9 .002 0 z 123.197 27.6 130.36130.3611.5..1.5711.6931M-21 1 -21 9 .001 0 z0.197 27.6 130.36130.3611 4.1.5561.7081 H 1 9 .004 0 z123.197 27.6130.36130.3611.5.4.5561.6761H1-2 9 .004 0 z123.197 27.6130.36130.3611.5..1.5561.6761 H 1 -2 9 .004 0 z123.197 27.6 130 .36130.3611.5..1.5561.676 ►H1 2 1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 428 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member RISC ASD Steel Code Checks (By Item) (Continued) 3346 3347 3348 3349 3350 3351 3352 3353 3354 3355 3356 3357 3358 3359 3360 3361 3362 3363 3364 3365 3366 3367 3368 3369 3370 3371 3372 3373 3374 3375 3376 3377 3378 3379 3380 3381 3382 3383 3384 3385 3386 3387 3388 3389 3390 3391 3392 3393 3394 3395 3396 3397 3398 3399 3400 3401 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8. 9 10 11 12 13 14 15 16 17 Member Shape M49 HSS6X.. Checked By UC Max Locf_f]Shea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .047 9 .002 0 I z 23.1971 27.6 130.36130.3611.231.556 .8391 H1 -2 .018 9 .001 0 z 23.197 27.6 130.36130.3611 4.1.5561.708 H1 2 .018 9 .001 0 z23.197 27.6 130.36130.3611 4 15561.708 H1 .018 9 .001 0 z23.197 27.6 130.36130.3611 4 -L.5561.7081H1 .018 9 .001 0 z23.197 27.6 130.36130.3611 41.5561.7081H1 .047 9 .002 0 z 23.197 27.6 130.36130.3611.231.5561.8391H1-2 .018 9 .001 0 z23.197 27.6 130.36130.3611 4.15561.7081111 .018 9 .001 0 z123.197 27.6 130.36130.3611 4 1.5561.7081H1 .018 9 .001 0 z23.197 27.6 130.36130.361141.5561.7001 2 .018 9 .001 0 z23.197 27.6 130.36130.3611 4 1.5561.7081H1 .047 9 .002 0 z23.197 27.6 130 .36130.3611.231.5561.8391H1 -2 .018 9 .001 0 z23.197 27.6 30.36130.3611 4.1.55617081H1 2 .018 9 .001 0 z23.197 27.6 30.36130.3611 4 1.5561.7081H1 .018 9 .001 0 z123.197 27.6 130.36130.3611 4.15561.7001 .018 9 .001 0 z23.197 27.6 130.36130.3611 4 ..5561.7081111 .047 9 .002 0 z23.197 27.6 130.36130.3611.23.5561.8391H1 2 .047 9 .002 0 z23.197 27.6 130.36130.3611.231.5561.8391H1-2 .047 9 .002 0 z23.197 27.6 130 .36130.3611.231.5561.8391H1 -2 .047 9 .002 0 z123.197 27.6 130.36130.3611.231.5561.8391H1 .047 9 .002 0 z 23.197 27.6 130.36130.3611.231.5561.8391H1-2 .047 9 .002 0 z123.197 27.6 130.36 30.3611.231.5561.8391H1-2 .047 9 .002 0 z 23.197 27.6 130.36 30.3611.231.5561.8391H1 .047 9 .002 0 z23.197 27.6 130 .36130.3611.231.5561.8391H1 -2 .047 9 .002 0 z23. 27.6 130 .36130.3611.231.5561.8391H1 -2 .047 9 .002 0 z 23.197 27.6 130.36130.3611.231.5561.8391H1-2 .047 9 .002 0 z123.197 27.6 130.36130.3611.231.5561.8391H1-2 .047 9 .002 0 z23.197 27.6 130 .36130.3611.231.5561.8391H1 -2 .044 9 .002 0 z123.197 27.6 130.36130.3612.31.561.3811H1-2 .070 9 .004 0 z 23.197 27.6 130 .36130.3611.2..) -5621.8371 H 1 -2 .053 9 .003 0 z23.197 27.6 130.36130.3611.5 .L- 5531.6731H1 .032 0 .001 0 z23.197 27.6 130.36130.3611.2..1.71 1.841H1 1 .013 9 .000 0 z23.197 27.6 130.36130:3611 41.5561.7081H1 .013 9 .000 0 z23.197 27.6 130.36130.3611 4..5561.7081H1 .013 9 .000 0 z 23.197 27.6 130.36130.3611 4 _5561.7080 1 2 .013 9 .000 0 2 23.197 27.6 130.36130.3611 44.5561.7081H1 .014 9 .001 0 v23.197 27.6 130.36130.3612.31.5771.4061H1-2 .035 9 .003 0 z23.197 27.6 130.36130.3611 4.).5641.7221H1 2. .019 9 .002 0 z23.197 27.6 130.36130.3611.5...5471.681H1 2 .022 9 .002 0 z123.197 27.6 130.36130.3611.5...5711.6931H1-2 .000 0 .000 0 z123.197 27.6 130.36130.3611 751 .6 I .6 I H 1 1 .007 0 .000 0 z123.197 27.6 130.36130.3611 781.7031.5891 H 1 1 .038 0 .000 0 z123.197 27.6 130.36130.3611 7.4.2511.6091 H 1 1 .007 0 .000 0 z23.197 27.6 130.36130.3611 78.7031.5891H1 1 .007 0 .000 0 z23.197 27.6 130.36130.3611 78.7031.5891H1 1 .007 0 .000 0 z23.197 27.6 130.36130.3611 781.7031.5891111 1 .030 0 .000 0 z23.197 27.6 130.36130.361 71.3021.6061H1 1 .030 0 .000 .0 z23.197 27.6 130.36130.361 7.1302.60011 1 .030 0 .000 0 z23.197 27.6 130.36130.3611 71.302 6061H1 1 .008 0 .000 0 v23.197 27.6 130.36I30.36I1.8..L.7481.561IH1 1 .018 9 .001 0 z23.197 27.6 130.36130.3612.1 1.5031.4691H1 2 .007 0 .000 0 v23.197 27.6 130.36130.3611.8..1.6551.5461H1 1 .019 9 .001 0 z23.197 27.6 130.36130.3611 41.5681,721111 .030 0 .000 0 z23.197 27.6 130.36130.3611.8..1.3211.5721H1 1- .036 9 .001 0 z23.197 27.6 130 .36130.3611.8..4.4681.554101 -2 .030 0 I .000 0 z 23.197 27.6 130.36130.3612.0.1.2831.5061H1 1 1 .035 9. -I .001 0 z23.197 27.6 130.36130.3611.5.. 1.6321.6611111 1 1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 429 Company Designer Job Number 13402 13403 13404 3405 3406 3407 3408 3409 3410 3411 3412 3413 3414 3415 3416 3417 3418 3419 3420 3421 3422 3423 3424 3425 3426 3427 3428 3429 3430 3431 3432 3433 3434 3435 3436 3437 3438 3439 3440 3441 3442 3443 3444 3445 3446 3447 3448 3449 3450 3451 3452 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 3453 69 3454170 3455171 3456172 34571 1 M50 RISA -3D Version 8.0 3 Green Creek Wood Products JFB 10860 Barker Support Member MSC ASD Steel Code Checks (By Item) (Continued) Member Shane HSS6X.. UC Max .030 .036 .030 _035 .030 .036 030 .035 .005 .016 .004 .017 .010 .058 .058 .058 .024 .009 .009 .009 .009 .024 .009 .009 .009 .009 .024 .009 009 .009 .009 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .024 .039 .024 .038 .007 .007 .007 .007 .008 .023 .007 .025 .000 LocfftiShea ...Locfftl...Fafksi�Ftfksil Fbvfk...Fbzfk...Cb CmyCmz Ean z123.197 27.6 130.36130.3611.8..1.321 .5721H1 1 I z123.1971 27.6 130.36130.36 1.8..1.4681.5541H 1 -21 z 123.197127.6 130.36130.36 2.0..1.2831.5061H1 1 1 z123.1971 27.6 130.36130.3611.5 .1.6321.6611H1 1 1 z23.1971 27.6 130.36130.3611.8..1.3211.5721H1 1 z 23.197 27.6 130.36130.3611.8..1.4681.5541H1-2 z123.197 27.6 130.36130.3612.0..1.2831.5061H1 1 0 9 0 9 0 9 0 9 '9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 9 9 9 9 0 .000 .001 .000 .001 .000 .001 .000 .001 .000 .001 .000 .001 .000 .001 .001 .001 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .001 .002 .000 .002 .000 .000 .000 .000 .001 .002 .000 .002 .000- Checked By z123.197 v123.197 z123.197 v123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 27.6 130.36130.3611 781.7031.5891H1 1 z123.197 27.6 130.36 30.3611 781.7031.5891 H 1 1 z123.197 27.6 130.36 30.3611 781.7031.5891 H 1 1 z123.1971 27.6 130.36130.3611 7 .1.4091.6011 H 1 1 z123.1971 27.6 130.36130.3611 781.7031.5891H1 1 z123.1971 27.6 130.36130.3611 781.7031.5891H1 1 z123.197 27.6 130.36130.3611 781.7031.5891H1 1 z123.197 27.6 130.36130.3611 781.7031.5891H1 1 z123.197 27.6 130.36130.3611 7 .1.4091.6011H1 1 z123.197 z123.197 z123.197 z123.197 z123.197 z23.197 z123.197 z123.197 723.197 z123.197 z123.197 z 23.197 z23.197 z123.197 z123.197 z123.197 v123.197 z123.197 z23.197 z123.197 z123.197 z123.197 z 23.197 z123.197 v123.197 z123.197 /123.197 z 23.197 z123.197 27.6 130.36130.3611.5..1.6321.6611H1 1 27.6 130.36130.3611.8..1.7771.5591H1-2 27.6 130.36130.3612.31.5161.3951H1-2 27.6 130.36130.3611 .8. ._6221.551 H 1 -2 27.6 130.36130.3611.2..1.5551.8151H1-2 27.6 130.36130.3611 781.7031.5891 H 1 1 27.6 130.36130.3611 7.1.2031.6121H1 1 27.6 130.36130.3611 7.1.2031.6121H1 1 27.6 130.36130.3611 7.1.2031.6121 H 1 1 27.6 130.36130.361 7 .1.4091.601 I H 1 1 27.6 130.36130.361 781.7031.5891H1 1 27.6 130.36130.3611 781.7031.5891 111 1 27.6 130.36130.3611 781.7031.5891H1 1 27 6 130.36130.3611 781.7031.5891 H 1 1 27.6 130.36130.3611 781.7031.5891 H 1 1 27.6 130.36130.3611 7.1.4091.6011 H 1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7.1.4091.6011 H 1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7.1.4091.6011H1 1 27.6 130.36130.3611 7 ..4091.6011H1 1 27.6 130.36130.3611 7 ..4091.6011H1 1 27.6 130.36130.3611 7 .1.4091.6011H1 1 27.6 130.36 30.3611.8..1.4471.5641H1 1 27.6 130.36 30.3612.0..1.4981 .5 1H1-2 27.6 130.36130.3611.9...3711.541H1 1 27.6 130.36130.3611 4 ..5781.711H1-2 27.6 130.36130.3611 781.7031.5891H1 1 27.6 130.36 30 3611 781.7031.5891 H 1 1 27.6 130.36 30.3611 781.7031.5891 H 1 1 27.6 130.36130.3611 781.7031.5891H1 1 27.6 130 36130.3611.8..1.7741.5591H 1 -2 27.6 130.36130.3612.31.5151.4041H1-2 27.6 130.36130.3611.8.4.6261.551H1-2 27.6 130.36130.3611.2..1.5561.8031H1-2 1 27.6 130.36130.3611 751 .6 I .6 1 H 1 1 1 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 430 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 3458 2 3459 3 3460 4 3461 5 3462, 6 3463 7 3464 8 3465 9 3466 10 3467 11 3468,12 3469 13 3470 14 3471 15 3472 16 3473 17 3474 18 3475 19 3476 20 347721 3478,22 3479 23 3480 24 3481 25 3482 26 3483 27 3484 28 3485 29 3486 30 3487 31 3488 32 3489 33 3490 34 3491 35 3492 36 3493 37 3494 38 3495 39 3496 40 3497 41, 3498 42, 3499 43 3500 44 3501 45 3502 46 3503 47 3504 48 3505 49 3506 50 3507 51 3508 52 3509 53 3510 54 3511 55 3512 56 3513 57 Shaoe 1 Barker Support Member RISC ASD Steel Code Checks (By Item) (Continued) Checked By UC Max LocfftlShea...Locfftl... Fafksil Ftfksil Fbv(k...Fbzfk... Cb CmvCmz n .004 I 9 .000 0 I zi23. 1971 27.6130.36130.3611 7 ..56].591IH1 21 .039 9 .001 0 z 123. 1971 27.6 130.36130.3611.5..1.5561.6951 H Ea 1 .004 9 .000 0 z123.197127.6 130.36130.3611 7.1.561.5911H1 -21 .004 I 9 .000 0 z123.1971 27.6 130.36130.3611 7 .1.561.5911H1 2I .004 9 .000 0 2123.197 27.6 130.36130.3611 7.1.561.5911111 .029 9 .000 0 423.197 27.6 130.36130.3611 4.1.5551.7381H1 1 .029 9 .000 0 423.197 27.6 130.36130.3611 4.1.5551.7381H1 1 .029 9 .000 0 423.197 27.6 130.36130.3611 4.1.5551.7381H1 1 .007 9 .001 0 423.197 27.6 130.36130.3611.3..1.5711.7731H1-2 .032 9 .004 0 2123.197 27.6 130.36130.3611 7.1.567.6111H1 -2 .006 9 .001 0 v123.197 27.6130.36130.3612.31.538 .2931H 1 -2 .037 9 .004 0 423.197 27.6 130.36130.3611.8...5661.5711H1-2 .029 9 .001 0 z 123.197 27.6 130.36130.3611.5...5491.6661H1-2 .054 9 .004 0 z 123197 27.6 130.36130.3611 4.1.5641.7391H1-2 .029 9 .001 0 423.197 27.6 130.36130.3611 041.5611.9661H1 1 .041 9 .003 0 zI23.197 27.6 130.36130.3611 4 .1.571.7361H1 .029 9 .001 0 z123.197 27.6 130.36130.3611.5.4.5491.6661H1-2 .054 9 .004 0 423.197 27.6 130.36130.3611 44.5641.7391H1-2 .029 9 .001 0 z123.197 27.6 130.36130.3611.041.5611.9661H1 1 .041 9 .003 0 2123.197 27.6 130.36130.3611 4.1.571. .029 9 .001 0 423.197 27.6 130.36130.3611.5-1.5491.6661H1-2 .054 9 .004 0 z 3.197 27.6 130.3630.3611 4 .1.5641.7391H1 -2 .029 9 .001 0 z 3.197 27.6 130.36 30.3611.041.5611.9661H1 1 .041 9 .003 I 0 423.197 27.6 130.36130.3611 4.1.571.7361H1 -2 .005 9 .001 10 423.197 27.6 130.36130.3611.5-1.5771.6751H1-2 .033 9 .004 1 0 z123.197 27.6 130 .36130.3611.6..1.5671.6231H1 2 .004 9 .001 1 0 v13.197 27.6 130.36130.3612.31.5111.3871H1 -2 .035 9 .004 10 z 3.197 27.6 130.36130.3611.8.1.5661.5571H2 1 .006 9 .000 0 z 3.197 27.6 130.36130.3611 7.1.561.5911H1 -2 .063 9 .001 0 z123.197 27. 6130 .36130.3611.5..1.5561.6641H1 2 .063 9 .001 0 z 123.197 27.6 130.36130.3611.5..1.5561.6641H1-2 .063 9 .001 0 2123197 27.6 130.36130.3611.5-1.5561.6641H1-2 .020 9 .000 0 423.197 27.6 130.36130.3611 1 .1.5521.874 H1 1 .005 9 .000 0 zI23.197 27.6 130.36130.3611 7.1.561.591 H1 -2 .005 9 .000 0 43.197 27.6 130.36130.3611 7.1.561.591 H1 -2 .005 9 .000 0 z123.197 27.6 130.36130.3611 7.1.561.591 H1 -2 .005 9 .000 0 z123.197 27.6 130.36130.3611 7 •1.561.5911H1 -2 .020 9 .000 0 z123.197 27.6 130.36130.3611 1 .1.5521.8741 H 1 1 .005 9 .000 0 z123.197 27.6 130.36130.3611 7 1.56I.5911H1 2 .005 9 .000 0 z123.197 27.6 130.36130.3611 7.1.561.5911H1 2 .005 9 .000 0 2123.197 27.6 130.36130.3611 7.1.561.5911H1 -2 .005 9 .000 0 423.197 27.6 130.36130.3611 7 .1.561.59111 11 -2 .020 9 .000 0 z 123.197 27.6 130.36130.3611 1 .1.5521.8741 H 1 1 .005 9 .000 0 423.197 27.6 130.36130.3611 7.1.561.5911H1 -2 .005 9 .000 0 423. 197 27. 6 -2 .005 9 .000 0 zI23.197 27.6 130.36130.3611 7 .1.561.5911H1 -2 .005 9 .000 0 423.197 27.6 130.36130.3611 7 .1.561.5911H1-2 .020 9 .000 0 z 1 27.6 130.36130.3611 1 .1.5548740 1 .020 9 .000 0 z123.197 27.6 130.36130.3611 1 .1.5521.8741H1 1 .020 9 .000 0 z123.197 27.6 130.36130.3611 1 ..5521.8741 H 1 1 .020 9 .000 0 423.197 27.6 130.36130.3611 1 _5521.87011 1 1 .020 9 .000 0 423.197 27.6 130.36130.3611 1 .1.5521.8741H1 1 .020 9 .000 0 423.197 27.6 130.36130.3611 1 .1.5521.8741 H1 1 .020 9 .000 0 423.197 27.6 130.36130.3611 1 .1.5521.8741 H 1 1 .020 9 .000 0 423.197 27.6 130.36130.3611 1 .1.5521.8741 H 1 1 .020 9 .000 0 zI23.197 27.6 130.36130.361 1- .1.5521.8741H1 1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 431 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 3514 3515 3516 3517 3518 3519 3520 3521 3522 3523 3524 3525 3526 3527 3528 3529 3530 3531 3532 3533 3534 3535 3536 3537 3538 3539 3540 3541 3542 3543 3544 3545 3546 3547 3548 3549 3550 3551 3552 3553 3554 3555 3556 3557 3558 3559 3560 3561 3562 3563 3564 3565 3566 3567 3568 3569 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Shape M51 HSS6X.. UC Max LocfftjShea...Locfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ecin .020 9 .000 0 Iz123. 197127 .6130.36130.36111.1.552.87011 .020 9 .000 0 z 123.197 27.6 130.36130.3611 1 .1.5521.8741 H 1 1 .020 9 .000 0 z23.197 27.6 130.36130.3611 1 .1.5521.8741H1 1 .019 9 .001 0 v123.197 27.6 130.36130.3611.5..1.4931.6671 H 1 1 .067 9 .006 0 z123.197 27.6 130.36130.3611 1 .1.5661.8721 H 1 .020 9 .001 0 z23.197 27.6 130.36130.3612.31.5721.3861H1 1 .059 9 .006 0 i23.197 27.6 130.36130.361 1 ..5671.8781H1 .004 9 .000 0 z123.197 27.6 130.36130.361 7..561.5911H1-2 .004 9 .000 0 z123.197 27.6130.36130.36117 .1.561.5911 H1 -2 .004 9 .000 0 z123.197 27.6 130.36130.3611 74.561.5911H1 .004 9 .000 0 z23.197 27.6 130.36130.3611 7 ..561.5911H1-2 .007 9 .001 0 z123.197 27.6 130.36130.3611.5...5761.6821H1-2 .047 9 .006 0 z123.197 27.6 130.36130.3611.6..1.5671.6211H1-2 I .006 9 .001 0 v23.197 27.6130.36130.3612.31.5151.381H1-2 .050 9 .006 0 z123.197 27.6 130.36130.3611.8..1.5661.5581 H2 -1 1 .000 0 .000 0 z123.197 27.6130.36130.3611751.6 I .6 I H 1 1 .005 0 .000 0 z23.197 27.6 130.36130.3612.31.3681.3151H1-2 .006 0 .000 0 v23.197 27.6 130.36130.3612.31.3831.3641H1-2 .005 0 .000 0 z123.197 27.6 130.36130.3612.31.3681.3151H1-2 .005 0 .000 0 z23.197 27.6 130.36130.3612.31.3681.3151H1 -2 .005 0 .000 0 z 23.197 27.6130.36130.3612.31.3681.3151H1-2 .006 0 .000 0 v23.197 27.6 130.36130.3612.31.3761.3331H1 -2 .006 0 .000 0 v23.197 27.6 130.36130.3612.31.3761.3331H1 -2 .006 0 .000 0 v123.197 27.6 130.36130.3612.31.3761.3331M-2 1 -2 .005 0 000 0 v23.197 27.6 130.36130.3612.31.3611.3771H1 -2 008 9 .001 0 z23.197 27.6 130.36130.3612.31.4381.2861H1 -2 .005 0 .001 0 z 23.197 27.6 130.36130.3611.0..1.3721.9411H1-2 .007 9 .001 0 z 23.197 27.6 130.36130.3612.31.6481.3761H1-2 .007 9 .001 0 v123.197 27.6 130.36130.3612.31.371.4121H1-21 .009 9 .001 0 zr23.197 27.6 130 .36130.3612.31.4561.4131H1 -21 .006 0 .000 .0 v23.197 27.6 130.36130.3612.31.3811.3141H1 -2 .009 9 .000 0 v123.197 27.6 130.36130.3612.31.6161.2631H1-2 .007 9 .001 0 v 23.197 27.6 1 30, 36130 .36!2.3 1 .37 1 4121 H 1-2 .009 9 .001 0 z23.197 27.6130.36130.3612.31.4561.41311 .006 0 .000 0 v23.197 27.6130.36130.3612.3 .3811.314IH1-2 .009 9 .000 0 v23.197 27.6130.36130.3612.3 .6161.263IH1-2 .007 9 .001 0 v23.197 27.6 130.36130.3612.31.371.4121H1 -2 .009 9 .001 0 z 23.197 27.6 130.36130.3612.31.4561.4131H1-2 .006 0 .000 0 v123.197 27.6130.36130.3612.31.3811.3101-2 .009 9 .000 0 v23.197 27.6 130.36130.3612.31.6161.2631H1 -2 .003 9 MOO 0 v23.197 27.6 130.36130.3612.2..1.355.431H1 -2 .007 9 .001 0 z 23.197 27.6 130.36130.3611.8..1.47 .5541 H 1 -2 .003 0 000 0 z23.197 27. 6130 .36130.3611.3..1.3751.771H1 -2 .006 9 .001 0 z23.197 27.6 130.36130.3612.31.5941.3971H1 -2 .007 0 .000 0 z23.197 27.6 130.36130.3612.31.3681.3151H1 -2 .009 9 .001 0 v23.197 27.6 130.36130.36 2.31.4051.3931H1 -2 .009 9 .001 0 v23.197 27.6 130.36130.36 2.31.4051.393 H1 -2 .009 9 .001 0 v 23.197 27.6 130.36130.3612.3 .4051.393 H1-2 .007 0 .000 0 v123.197 27.6 130.36130.3612.3 .3711.2631H1-2 .006 0 .000 0 z123.197 27.6 130.36130.3612.31.3681.3151 H 1 -2 .006 0 .000 0 z23.197 27.6 130.36130.3612:31.3681.3151H1-2 .006 0 .000 0 z23.197 27.6 130.36130.3612.31.3681.3151H1 -2 .006 0 .000 0 z23.197 27.6 130.36130.3612.31.3681.3151H1 -2 .007 0 .000 0 v123.197 27.6 130.36130.3612.31.3711.2631 H 1 -2 .006 0 .000 0 z123.197 27.6 130.36130.3612.31.3681.3151 H 1 -2 .006 0 .000 0 z23.197 27.6 130.36130.3612.31.3681.3151H1-2 RISA -3D Version 8 0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 432 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By item) (Continued) 3570 3571 3572 3573 3574 3575 3576 3577 3578 3579 3580 3581 3582 3583 3584 3585 3586 3587 3588 3589 3590 3591 3592 3593 3594 3595 3596 3597 3598 3599 3600 3601 3602 3603 3604 3605 3606 3607 3608 3609 3610 3611 3612 3613 3614 3615 3616 3617 3618 3619 3620 3621 13622 13623 13624 13625 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Shaoe M52 W14X30 UC Max .006 .006 .007 .006 .006 .006 .006 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .012 .007 .011 .005 .005 .005 .005 .005 .010 .005 .009 .000 .004 .017 .004 .004 .004 .014 .014 .014 .041 .033 .039 .036 .033 .023 .032 .031 .033 .023 .032 .031 .033 .023 .032 .031 LocfftlShea...Locfftl... Fafksil O .000 0 z 23.197 0 .000 0 z 03.197 0 .000 0 v1 0 .000 0 z 123.197 0 .000 0 2 23.197 0 .000 0 z123197 0 .000 0 z 123.197 0 .000 0 v123.197 0 .000 0 v123.197 0 .000 0 v 3.197 O .000 0 v 3.197 O .000 0 v123.197 0 .000 0 v123.197 0 .000 0 v123197 0 .000 0 v03.197 0 .000 0 v03.197 0 .000 0 v123.197 0 .000 0 v123.197 0 .000 0 v03.197 9 .001 0 v123.197 9 .001 0 z123.197 0 .001 0 z03.197 9 .001 0 z123.197 O .000 0 z123.197 0 .000 0 z 123.197 0 .000 0 z123.197 O .000 0 z1 9 .001 0 v03.197 9 .001 0 z123.197 0 .001 0 z123.197 9 .001 0 z123.197 0 .000 0 z119.631 4.25 .004 4.25 v119.631 4.25 .020 4.25 v119.631 4.25 .004 4.25 v119.631 4.25 .004 4.25 v 19.631 4.25 .004 4.25 v 19.631 4.25 .016 4.25 v119.631 4.25 .016 4.25 v119.631 4.25 .016 4.251v119.631 0 .005 4.251v119.631 0 .004 4.251v1 0 .004 4.25109.631 0 1.004 3.8961 09.631 119.631 0 1.017 4.25 v119.631 0 1.016 4.25 v119.631 0 1.016 4.25 v119.631 0 .016. 3.8521 v 119.631 0 .017 14.25109.631 0 .016 14.25109.63i O .016 14.25109.631 0 .016 13.8521v119.631 21.6 27 O .017 14.251 v 119.631 21.6 27 0 .016 14.251v119631 2t6 127 0 .016 14.251v119.631 21.6 1 27 0 .016 13.852109.631121.6 119.631121.6 1 27 Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon 27.6 30.36 30.36 2.3 .368.315 H1 27.6 130.36 30.3612.31.3681.3151H1-2 27.6 130.36 30.36i 2.31.3711.2631 H 1 -2 27.6 130.36 30.3612.31.36 27.6 130.36 30.3612.313681.3151 H1 -2 27.6 130.36 30.3612.31.3681.3151m-2 1 -2 27.6 130.36 30.3612.31.3681.3151H1-2 27.6 130.36 30.3612.31.37 27.6 130.36 30.3612.31.3711.2631H1-2 27.6 130.36 30.3612.31.3711.2631H1-2 27.6 130.36 30.3612.31.3711.2631H1 27.6 130.36 30.3612.31.3711.2631 H1 -2 27.6 130.36 30.3612.31.3711.2631H1-2 27.6 130.36 30.3612.31.3711.2631m-2 27.6 130.36 30.3612.31.3711.2631H1-2 27.6 130.36 30.3612.31.371 .2631H1-2 27.6 130.36 30.3612.31.371.2631H1-2 27.6 30.36 30.3612.31.37 27.6 30.3630.3612.31.3711.2631H1 -21 27.6 30.36 30.3612.2.4.3611.422 H1 -21 27.6 30.36 30.36 2.2..14661.443 H1 27.6 30.36 30.36 1.41.3781.74911-11-2 27.6 30.36 30.3612.31.5991.2591H1-21 27.6 30.36 30.3612.31.3681.3151H1 27.6 30.36 30.3612.31.3681.3151H1 27.6 30.3630.3612.31.3681.3151H1 27.6 30.36 30.36i 2.31.3681.3151 H 1 -2 27.6 30.36 30.3612.2.1 3561.4251 H 1 -2 27.6 30.36 30.3611.9.4.4681.5151H1 27.6 30.36 30.3611.34.3751.7871H1 27.6 30.36 30.3612.31.5981.3951H1-2 21.6 27 23.761 1 1 .6 .6 1 H 1 1 21.6 27 23.7611.6..6.388 .851H1 21.6 27 23.7611.6.4.2031.851H1 -2 21.6 27 23.7611.6..1.3881.851H1 -2 21.6 27 23.7611.6.1.3881.851H1-2 21.6 27 23.761 H 1 21.6 27 23.761 2 21.6 27 23.7611.642261.851H1-2 21.6 27 23.7611.6..i.2261.851H1 -2 21.6 27 23.7612.1 .1.5971.851 H 1 21.6 27 23.7611.64.5581.851H2 21.6 27 23.7611 .251.6061,851 H2 -1 21.6 27 23.7611681.55 21.6 27 23.7611 751.5831.851H1 21.6 27 23.7611 .6.4.5711.851 H2 -1 21.6 27 23.7611.551.6211851H2-1 2t6 27 23.7611.651.5391.851H1 -2 21.6 27 23.7611 751.5831.851H1-2 21.6 27 23.7611.6.4.5711.851H2 1 21.6 27 23.7611.551.62 1 23.7611.65.5391.851H1- 23.7611 75 .5831.851H1-2 23.7611.64.57 I H2 -1 23.7611.551.6211.851H2-1 23.7611.651.5391.851H1- RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 433 M 1 1 1 1 1 1 1 1 i 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Member AISC ASD Steel Code Checks (Bv Item) (Continued) 3626 3627 3628 3629 13630 3631 3632 13633 3634 3635 3636 3637 3638 3639 3640 3641 3642 3643 3644 3645 3646 3647 3648 3649 3650 3651 3652 3653 3654 3655 3656 13657 3658 13659 3660 13661 3662 3663 3664 13665 3666 3667 3668 3669 3670 3671 3672 3673 13674 13675 3676 3677 13678 13679 13680 13681 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Shaoe M53 W14X30 UC Max .040 .034 .039 .035 .005 .026 .026 .026 .011 .005 .005 .005 .005 .011 .005 .005 .005 .005 .011 .005 .005 .005 .005 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .011 .059 .046 .058 .053 .003 .003 .003 .003 .058 .048 .056 .050 .000 .009 .046 .009 .009 .009 .037 .037 .037 Barker Support LocfftJShea...Locfft Fafksil Ftfksil O .003 14.251 v119.631 21.6 0 .003 3.8521 v 119.631 21.6 0 .002 14.25109.631 21.6 0 .003 12.1251zI19.631 21.6 4.25 .006 14.251 09.631 119.631 21.6 4.25 .031 13.8521 v 119.631 21.6 4.25 .031 13.8521 v 119.631 21.6 4.25 .031 13.8521 v 119.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .005 14.25109 21.6 4.25 .005 14.251 v 11961 21.6 4.25 .005 14.251 v 119.631 21.6 4.25 .005 14.251 v I1 9.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .005 14.251 09.631 119.631 21.6 4.25 .005 14.251 09.631 119.631 21.6 4.25 .005 14.251 09.631 119.631 21.6 4.25 .005 14.251v119.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .005 14.251 09.631 119.631 21.6 4.25 .005 14.251 v h 9.631 21.6 4.25 .00514.251 14.2510 9.631 21.6 4.25 .005 14.251 09.631 119.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .013 14.251v119.631 21.6 4.25 .013 14.25109.631 21.6 4.25 .013 4.251v119.631 21.6 4.25 .013 4.251v119.631 21.6 4.25 .013 4.25M19.631 21.6 4.25 .013 4.251v119.631 21.6 4.25 .013 4251 v 119.631 21.6 O .014 4.25109.631 21.6 O .013 4.251 v!19.631 21.6 0 .012 4.251v119.631 21.6 O .013 3.8521v119.631 21.6 4.25 .004 4.251v119.631 21.6 4.25 .004 4.251v119.631, 21.6 4.25 .004 4.251 09.631 119.631 21.6 4.25 .004 4.251 09.631 119.631 21.6 0 .005 4.2510 9.631 21.6 O .004 3.8521v119.631 21.6 0 .003 4.25 I v 119.631 21.6 0 .004 3.852!v119.631 21.6 0 .000 0 Iz116.581 21.6 8.5 .007 8.5 v116.581 21.6 8.5 .032 8.5 v116.581 21.6 8.5 .007 8.5 1v116.581 21.6 8.5 .007 8.5 106.581 21.6 8.5 .007 8.5 106.581 116.581 21.6 8.5 .025 8.5 1v1 21.6 8.5 .025 8.5 1v116.581 21.6 8.5 .025 8.5 1v116.581 21.6 Checked By Fbvfk...Fbzfk... Cb Cmy�Cmz Ecin 27 23.7612.31.5991.851H1 -2 27 23.7611 6.1.5561.851H2-1 27 23.7611 0..1.6041.851 H2 -1 27 23.7611.6.3.5521.851H1-2 27 23.7611.6..1.3881.85IH1 -2 27 23.7611.6.1.2291.851H1-2 27 23.7611.6.4.2291.851H1 -2 27 23.7611.6..1.2291.851H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6..1.3881.85IH1 -2 27 23.7611.6..1.3881.85IH1 -2 27 23.7611.6..1.3881.85IH1 -2 27 23.7611.6.3.3881.851H1 -2 27 23.7611.6..1.2781.851H1-2 27 23.76 1.6.4.3881,861H1-2 27 23.761.6..1.3881.851H1 -2 27 23.7611.6..1.3881.851H1 -2 27 23.7611.6.1.3881.851H1-2 27 23.7611.6.1.2781.851H1 -2 27 23.7611.6..1.3881.851H1 -2 27 23.7611.6..1.3881.851H1 -2 27 23.7611.6.13881.851H1-2 27 23.7611.6..1.3881.851 H 1 -2 27 23.7611.6..1.2781.85 I H1 -2 27 23.7611.6..1.2781.851 H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6.1.2781.851H1-2 27 23.7611.6.1.2781.851H1 -2 27 23.7611.6.3.2781.851H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6..1.2781.851H1 -2 27 23.7611.6.1.2781.85!H1 -2 27 23.7611.8.1.5931.851H1 -2 27 23.7611.6.4.5611.851H2 1 27 23.7611 4.1.611.851 H2 1 27 23.7611.6.3.5471.851H1-2 27 23.7611.6..1.3881.851H1 -2 27 23.7611.6..1.3881.851H1 -2 27 23.7611.6.1.3881.851H1-2 27 23.7611.6..1.3881.851 H1 -2 27 23.7612.31.5981.851H1 -2 27 23.7611.6-1-5571.851H2 1 27 23.7611.041.6041.851H2 1 27 23.7611.6..1.5521.851H1 -2 27 21.61 1 I.6I.61H11 27 21.6 11.5..1.2291.85IH1 -2 27 21.611.5..1.261.851H1 -2 27 21.6 11.5. .1.2291.85 I H 1 -2 27 21.6 11.5..4.2291. 85I851H1-2 27 21.611.5..4.2291.851H1 -2 27 21.611.5.. 4 234 1.851H 1 -21 27 21.6 1 1.5..1.2341.85 I H 1-21 27 21.6 11.5..4.2341.85 I HI RISA -3D Version 8:0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 434 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 3682 10 3683 11 3684 12 3685 13 3686 14 3687 15 3688 16 3689 17 3690 18 3691 19 3692 20 3693 21 3694 22 3695 23, 3696 24 3697 25 3698 26 3699 27 3700 28 3701 29 3702 30 3703 31 3704 32 3705 33 3706 34 3707 35 3708 36 3709 37 3710 38 3711 39 3712 40 3713 41 3714 42, 3715 43 3716 44 3717 45 3718 46 3719 47 3720 48 372149 3722 50 3723 51 3724 52 3725 53 3726 54 3727 55 3728 56 3729 57 3730 58 3731 59 3732 60 3733 61 3734 62 3735 63 3736 64 3737 65 Shape Checked By UC Max LocfftlShea...Locfftl... Fafksi Ftfksil Fbvlk...Fbzfk... Cb Cm Cmz Ean .027 8.5 .007 8.5 1v16.581121.6 l 27 21.6 I1.5..1.211I.851H1 -2I .022 8.5 .007 8.5 1v16.581 21.6 27 21.6 11.5.1.271.851H2 11 .026 8.5 .007 8.5 106.581 116.581 21.6 27 21.6 11 4.1.21211.851 H2 11 .020 8.5 .007 8.51v116.581 21.6 27 21.6114.1.2741.851H1-2I .050 8.5 .025 8.51v116.581 21.6 27 21.611.5..1.2121.851H1 -2 .046 8.5 .025 8.5 Iv 16.581 21.6 27 21.6 11.5 J.2711.851 H2 1 .049 8.5 .025 8.5 Iv 16.581 21.6 27 21.6 I1.5..1.2111.851H2 1 .045 8.5 .025 8.5 1v1 16 581 21.6 27 21.6 11.5.1.2731.851H1-2 .050 8.5 .025 8.5 1v1 1 6.581 21.6 27 21.611.5.• 4.2121.851H1 -2 .046 8.5 .025 8.5 106.581 116.581 21.6 27 21.6 11.5.1.2711.851H2 1 .049 8.5 .025 8.5 1v116.58 1 21.6 27 21.6 11.54.2111.851H2-1 .045 8.5 .025 8.51v116.581 21.6 27 21.611.5..1.2731.851H1-2 .050 8.5 .025 8.51v116.581 21.6 27 21.611.5.. 1.2121.851H1 -2 .046 8.5 .025 8.51v116.581 21.6 27 21.611.5••1.2711.851H21 .049 8.5 .025 8.51v116.581 21.6 27 21.611.5••1.2111.851H2 -1 .045 8.5 .025 8.51v116.581 21.6 27 21.611.5..1.2731.851H1 -2 .023 8.5 .004 8.51v116.581 21.6 27 21.611.5..1.2111.851H1 -2 .018 8.5 .004 8.51v1 21.6 27 21.6 0.6.4.2711.851112 1 .023 8.5 .004 8.51v116.581 21.6 27 21.611 4.4.2121.851H2 .016 8.5 .004 8.5 1v1 16 581 21.6 27 21.6 4.42731.851M-2 .013 8.5 .009 8.5 1v116.581 21.6 27 21.611•5••1•2291.851H1 -2 .069 8.5 .048 8.51v116.581 21.6 27 21.61 .069 8.5 .048 8.5 1v116.581 21.6 27 21.6 -2 .069 8.5 .048 8.51v116.581 21.6 27 21.611.5.1.31.851H1 -21 .029 8.5 .020 8.51v116.581 21.6 27 21.611.5..1.2031.851H1 -21 .011 8.5 .008 8.51v116.581 21.6 27 21.611•5.1.2291.851H1 -21 -011 8.5 .008 8.51v116.581 21.6 27. 21.611.5.. 4.2291.851H1 -2 .011 8.5 .008 8.5 1v116.581 21.6 27 21.6 11.5.4.2291.851H1-2 .011 8.5 .008 8.51x116.581 21.6 27 21.611.5.•1.2291.851H1 -2 .029 8.5 .020 8.5 Iv 16.581 21.6 27 21.6 11.5..1.2031.851H1 -2 .011 8.5 .008 8.5 Iv 16.581 21.6 27 21.6.11.5..1.2291.851H1 -2 .011 8.5 .008 8.5 1v116.581 21.6 27 21.6 11.5.4.2291.851H 1 .011 8.5 .008 8.5 1v116.581 21.6 27 21.611.5..1.2291.851H1 -2 .011 8.5 .008 8.51v116.581 21.6 27 21.6 I1.5..i.229I.85IH1 -2 .029 8.5 .020 8.5 v1 21.6 27 21.611.5..4.2031.851H1-2 .011 8.5 .008 8.5 v116.581 21.6 27 21.611.5..42291.851H -2 .011 8.5 .008 8.51v116.581 21.6 27 21.611.5•4.2291.851H1 -2 .011 8.5 .008 8.5 1v116.58 1 21.6 27 21.611.5.4.2291.851H1 -2 .011 8.5 .008 8.5 106.581 21.6 27 21.6 11.5. i2291.85IH1 -2 .029 8.5 .020 8.51v116.581 21.6 27 21.611.5..1.2031.851H1-2 .029 8.5 .020 8.5 v116.581 21.6 27 21.611.5..1.2031.851H1 -2 .029 8.5 .020 8.5 v116.581 21.6 27 21.611.5..1.2031.851H1 -2 .029 8.5 .020 8.51v116.581 21.6 27 21.6 1.5.1.2031.851H1 -2 .029 8.5 .020 8.5 Iv 16.581 21.6 27 21.6 1.5.. .029 8.5 .020 8.5 Iv16.581 21.6 27 21.611.5.:1.2031.851H1 -2 .029 8.5 .020 8.5 1v1 16 581 21.6 27 21.611.5..1.2031.851H1 -2 .029 '8.5 .020 8.5 I v 116.581 21.6 27 21.611.5..42031.851H1-2 .029 8.5 .020 8.5 1v116.581 21.6 27 21.611.5..1.2031.851H1 -2 .029 8.5 .020 8.51v116.581 21.6 27 21.611.5..1.2031.851H1 -2 .029 8.5 .020 8.51v1 21.6 27 21.611.5..i.2031.85IH1 -2 .029 8.5 .020 8.5 Iv116.581 21.6 27 21.611.5..1.2031.851H1 -2 .055 8.5 .021 8.51x1 21.6 27 21.6 11.5..42111.851H1-2 .047 8.5 .021 8.51x116.581121.6 27 21.611.5.•1•2711.85IH211 .053 8.5 .020 8.5 106.581121.6 27 21.6 1 4 1 1 .045 8.5 .020 8.51x116.581121'.6 27 21.6 ..2731.851H1-2I .008 8.5 .006 8.51v116.581121.61 27 21.611.5..1.2291.851H1 -21 RISA -3D Version 8.0 3 [T Calcs_ Struc\ Bar tcerFrame \BarkerFrameOpt5Mat.r3d] Page 435 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 3738 3739 3740 3741 3742 3743 3744 3745 3746 3747 3748 3749 3750 3751 3752 3753 3754 3755 3756 3757 3758 3759 3760 3761 3762 3763 3764 3765 3766 3767 3768 3769 3770 3771 3772 3773 3774 3775 3776 3777 3778 3779 3780 3781 3782 3783 3784 3785 3786 3787 3788 3789 3790 3791 3792 3793 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Shape M54 W14X30 UC Max .008 .008 .008 .034 .026 .033 .024 .000 .008 .038 .008 .008 .008 .030 .030 .030 .028 .055 .028 .055 .045 .066 .045 .065 .045 .066 .045 .065 .045 .066 .045 .065 _025 .052 .025 .052 .011 .058 .058 .058 .024 .009 .009 .009 .009 .024 .009 .009 .009 .009 .024 .009 .009 .009 .009 .024 LocfftlShea...Locfftl Fafksil 8.5 .006 8.51v116.581 8.5 .006 8.5 1v116.581 8.5 .006 8.5 1v116.581 8.5 .006 8.51v116.581 8.5 .006 8.5 1v116.581 8.5 .006 8.51v116.581 8.5 .006 8.5 1v116.581 0 .000 0 Iz119.631 0 .006 0 v119.631 0 .029 0 v119.631 0 .006 0 v119.631 0 .006 0 v119.631 0 .006 0 v119.631 0 .024 0 v119.631 0 .024 0 v119.631 0 .024 0 v119.631 O .006 0 v119.631 0 .006 0 v119.631 0 .006 0 v119.631 0 .006 0 v119.631 O .023 0 119.631 0 .024 0 v 119119.631 631 0 .024 0 v. 0 .023 0 v119.631 0 .023 0 v119.631 0 .024 0 v 119.631 O .024 0 v119.631 0 .023 0 v119.631 0 .023 0 v119.631 0 .024 0 v119.631 O .024 .0 v 119.631 0 .023 0 v119.631 O .003 0 v119.631 0 .004 0 v119.631 O .004 0 v119.631 0 .003 0 v119.631 O .008 0 v119.631 O .045 0 v119.631 0 .045 0 v 119.631 O .045 0 v119.631 0 .019 0 v119.631 O .007 0 v119.631 0 .007 0 v119.631 0 .007 0 v119.631 O .007 0 v119.631 0 .019 0 v119.631 0 .007 0 v119.631 0 .007 0 v119.631 0 .007 0 v119.631 0 .007 0 v119.631 0 .019 0 v119.631 0 .007 0 v119.631 0 .007 0 v119.631 O .007 0 v119.631 0 .007 0 v119.631 0 .019 0 v119.631 FtfksiLFbvfk...Fbzfk... Cb CmvCmz Eon 21.6 27 21.611.5.1.2291.851H1-2 21.6 27 21.611.5..1.2291.851H1 -2 21.6 27 21.611.5..1.2291.851H1 -2 21.6 27 21.611.5-2111.851H1-2 21.6 27 21.611.6-2711.851H2 1 21.6 27 21.6 11 4.1.2121.851 H2 1 21.6 27 21.611 4 .1.2741.85 I H 1 -2 21.6 27 23.761 1 1.6 1.6 1 H 1 1 21.6 27 23.7612.31.5621.851H -2 21.6 27 23.7612.31.4931.851111 -2 21.6 27 23.7612.31.5621.851111 -2 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31.5621.851111 -2 21.6 27 23.7612.31.5261.851111-2 21.6 27 23.7612.31.5261 .851H 1 -2 21.6 27 23.7612.31.5261.851H1 -2 21.6 27 23.7612.31.6161.851H1 -21 21.6 27 23.7612.2..6.5731.851 H2 -1 I 21.6 27 23.7612.271.6191.851H2-1 21.6 27 23.7612.31.5731.851H1 -2 21.6 27 23.7612.3 .616.851H1 -2 21.6 27 23.7612.3 .573 .851 112 1 21.6 27 23.7612.31.6191.85 H2 -1 21.6 27 23.7612.31.572 .85 111 2 21.6 27 23.7612.31.616.851H1 -2 21.6 27 23.7612.31.5731.851H2 21.6 27 23.7612.31.6191.851112 -1 21.6 27 23.7612.31.5721.851H1 -2 21.6 27 23.7612.31.6161.851H1 -2 21.6 27 23.7612.31.5731.85 H2 -1 21.6 27 23.7612.31.6191.85 112 -1 21.6 27 23.7612.31.5721.851H1 -2 21.6 27 23.7612.31.6171.851H1 -2 21.6 27 23.7612.2..1.5731.8511121 21.6 27 23.7612.2..1.6191.851H2 I 21.6 27 23.7612.31.5731.851111 -2 21.6 27 23.7612.31.5621.851111 -2 21.6 27 23.7612.31 .6 1.851111 -2 21.6 27 23.7612.31.6 1.8511 21.6 27 23.7612.31 .6 1.851111 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31.5621 .8 51 H1-2 21.6 27 23.76 2.31.5621.85 H1 -2 21.6 27 23.76 2.31.5621.85 111 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5621.851H1-2 21.6 27 23.7612.31.5621.851H1-2 21.6 27 23.7612.31.5621.851111-2 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31.5481.851H1-2 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31.5621.851H1-2 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31.5621.851111 -2 21.6 27 23.7612.31.5481.851111 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 436 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 3794 3795 3796 3797 3798 3799 3800 3801 3802 3803 3804 3805 3806 3807 3808 3809 3810 3811 3812 3813 3814 3815 3816 3817 3818 13819 3820 3821 3822 3823 3824 3825 3826 3827 3828 3829 3830 3831 3832 3833 3834 3835 3836 3837 3838 3839 3840 3841 3842 3843 3844 3845 3846 3847 3848 3849 LC Member 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M55 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Shaoe W14X30 UC Max LocfftfShea...Locfft l... Fafksil .024 0 .019 0 Iv119.631� .024 0 .019 0 v19.631 .024 0 .019 0 v19.631 .024 0 .019 0 v119.631 .024 0 .019 0 v119.631 .024 0 .019 0 v119.631 .024 0 .019 0 v 119.631 .024 0 .019 0 v119.631 .024 0 .019 0 v119.631 .024 0 .019 0 v119.631 .024 0 .019 0 v119.631 .052 0 .019 0 v119.631 .092 0 .019 0 v119.631 .053 0 .019 0 v119.631 .091 0 .019 0 v119.631 .007 0 .005 0 v119.631 .007 0 .005 0 v119.631 .007 0 .005 0 v119.631 .007 0 .005 0 v119.631 .035 0 .005 0 v119.631 .074 0 .006 0 v119.631 .036 0 .006 0 v 19.631 .074 0 .005 0 v19.631 .000 0 .000 0 z119.631 .006 0 .004 0 v119.631 .020 0 .016 3.852 v119.631 .006 0 .004 0 v119.631 .006 0 .004 0 v119.631 .006 0 .004 0 v119.631 .016 0 .013 4.25 v119.631 .016 0 .013 4.25 v119.631 .016 0 .013 4.25 v119.631 .025 0 .004 0 v119.631 .081 0 .005 2.125 z119.631 .025 0 .004 0 v119.631 .086 0 .006 2.125 z119.631 .028 0 .013 4.25 v119.631 .073 0 .013 3.852 v119.631 .030 0 .013 4.206 09.631 119.631 .068 0 .012 4.25 v119.631 .028 0 .013 4.25 v119.631 .073 0 .013 3.852 09.631 119.631 .030 0 .013 4.206 v119.631 .068 0 .012 4.25 v119.631 .028 0 .013 4.25 v119.631 .073 0 .013 3.852 v119.631 .030 0 .013 4.206 v119.631 .068 0 .012 4.25 v119.631 .023 0 .002 0 v119.631 .080 0 .005 2.125 z119.631 .023 0 .002 0 v 119.631 .084 0 .006 2.125 z119.631 .009 0 .005 0 v119.631 .030 0 .025 3.852 v119.631 .030 0 .025 3.852 v119.631 .030 0 .025 3.852 v119.631 Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eon 21.6 27 23.7612.31.548 .851H1-2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.3I.5481.851H1 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.5481.851H1 -2 21.6 27 23.7612.31.6171.851H1 -2 21.6 27 23.7612.31.5731.851 H2 1 21.6 27 23.7612.31.6191.851H211 21.6 27 23.7612.3I.573I.85IH1 -2I 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31.5621.851H1 -2 21.6 27 23.7612.31. 21.6 27 23.7612.31.562 .851H1-2 21.6 27 23.7612.31.617.851H1 -2 21.6 27 23.7612.2..1.5731.851H21 21.6 27 23.7612.2.1.6191.851H2 1 21.6 27 23.7612.31.5731.851H1 -2 21.6 27 23.761 1 1 6 1 6 1 H 1 1 1 21.6 27 23.7611.5.1.7081.851H1-21 21.6 27 23.7611 1 4.3421.851H1-2 21.6 27 23.7611.5..1.7081.851H1-2 21.6 27 23.7611.5.1.7081.851H1 -2 21.6 27 23.7611.5.L.7081.851H1 -2 21.6 27 23.761111.3881.851H1-2 21.6 27. 23.7611 1 1.3881.851H1-2 21.6 27 23.76111 .1.3881.851 H1 21.6 27 23.7611.5.4.5441.851H1 2 21.6 27 23.76114 .1.5751.851 H2 1 21.6 27 23.7611.5.1.5521_851H2 1 21.6 27 23.7611.6..1.5771.851H1 -2 21.6 27 23.7611171.561.851H1 -2 21.6 27 23.761111.5791.851H2-1 21.6 27 23.76111.1.5391.85IH2 -1 21.6 27 23.76111 .1.5741.851H1 21.6 27 23.7611 171.561.851H1-2 21.6 27 23.7611 1 .1.5791.851H2 1 21.6 27 23.7611 1 .1.5391.85 H2 -1 21.6 27 23.76111 .1.5741.85 H1-2 21.6 27 23.7611171.561.851H1 -2 21.6 27 23.761111.5791.851H21 21.6 27 23.7611 1.1.539I.85I H2 1 21.6 27 23.761 1 .1.5741.851H1-2 21.6 27 23.761.5..1.5461.851H1 -2 21.6 27 23.76114 J.5761.851 112 1 21.6 27 23.7611.5..1.5511.851H2 =1 21.6 27 23.7611.6..1.5771.851H1 -2 21.6 27 23.7611.5.4.7081.851H1-2 21.6 27 23.7611.11.2971.851H1 2 21.6 27 23.7611.11.2971.851H1 -2 21.6 27 23.7611.11.2971.851H1-2 RISA -3D Version 8.0 3 [T• CaIcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 437 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC 3850 34 3851 35 3852 36 3853 37 3854 38 3855 .39 3856 40 3857 41 3858 42 3859 43 3860 44 3861 45 3862 46 3863 47 3864 48 3865 49 3866 50 3867 51 3868 52 3869 53 3870 54 3871 55 3872 56 3873 57 3874 58 3875 59 3876 60 3877 61 3878 62 3879 63 3880 64 3881 65 3882 66 3883 67 3884 68 3885 69 3886 70 3887 71 3888 72 3889 1 3890 2 3891 3 3892 4 3893 5 3894 6 3895 7 3896 8 3897 9 3898 10 3899 11 3900 12 3901 13 3902 14 3903115 3904116 3905117 Member Shane M56 W14X30 UC Max Locfft1Shea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .012 0 .00914.251v119.631121.6I 27 23.7611.251.48 .851H1-2 .008 0 .0041 0 1v119.631 21.6 27 23.7611.5..1.7081.851H1 -2 .008 0 .0041 0 1v119.631 21.6 27 23.7611.5..1.7081.851H1 -2 .008 0 .004 0 1v119.631 21.6 27 23.7611.5..1.7081.851111 -2 .008 0 .004 0 109.631 21.6 27 23.7611.5..1.7081.851H1 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.481.851111 -2 .008 0 .0041 0 1v119.631 21.6 27 23.7611.5..1.7081.851M-2 .008 0 .0041 0 1v119.631 21.6 27 23.7611.5..1.7081.851H1 -2 .008 0 .0041 0 109.631 21.6 27 23.7611.5..1.7081.85IH1 -2 .008 0 .0041 0 109.631 21.6 27 23.7611.5..1.7081.851H1 -2 .012 0 .00914.25109.631 21.6 27 23.7611.251.481.851H1 -2 .008 0 .004 1 0 109.631 119.631 21.6 27 23.7611.5..1.7081.851H1-2 .008 0 .0041 0 109.631 119.631 21.6 27 23.7611.5..1.7081.851H1-2 .008 0 .0041 0 109.631 119.631 21.6 27 23.7611.5-1.7081.851H1-2 .008. 0 .0041 0 109.631 21.6 27 23.7611.5..1.7081.85IH1 -2 .012 0 .00914.25109.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.481.85111 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.481.85 H1 -2 012 0 .009 14.251v119.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.48.851111 -2 .012 0 .00914.251v119.631 21.6 27 23.7611.251.48.851111 -2 :012 0 .009 14.25 v119.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .009 14.25 v119.631 21.6 27 23.7611.251.481.851H1 -2 .012 0 .009 14.25 vI19.631 21.6 27 23.7611.251.481.851H1 -2 .038 0 .009 4.25 v119.631 21.6 27 23.761.2..1.5511.851H1 -2 .123 0 .010 3.852 vI19.631 21.6 27 23.7611 ..5771.851 H2 1 .040 0 .010 4.25 vI19.631 21.6 27 23.7611.2...5461.8511121 .123 0 .009 3.852 vI19.631 21.6 27 23.7611.3..1.5751.851111 -2 .006 0 .003 0 v119.631 21.6 27 23.7611.5..1.7081.851H1-2 .006 0 .003 0 vI19.631 21.6 27 23.7611.5.4.7081.851H1-2 .006 0 .003 0 v119.631 21.6 27 23.7611.5..1.7081.851H1-2 .006 0 .003 0 v119.631 21.6 27 23.7611.5..1.7081.851111 -2 .033 0 .003 0 v119.631 21.6 27 23.7611.5..1.5461.851111 -2 .115 0 .008 2.125 zI19.631 21.6 27 23.76114 .1.5761.851112 1 .032 0 .003 0 v119.631 21.6 27 23.7611.5..1.5511.851 H2 -1 .120 0 .008 2.125 z119.631 21.6 27 23.7611.6..1.5771.851H1 -2 .000 0 .000 0 z119.631 21.6 27 23.761 1 I .6 I .6 11111 .007 0 .0041 0 v119.631 21.6 27 23.7611.2..1.2011.851H1 -2 .033 0 .020 1.398 v119.631 21.6 27 23.76I1.25I.2121.851H1 -2 .007 0 .0041 0 v119.631 21.6 27 23.7611.2..1.2011.851H1 -2 .007 0 .0041 0 vI19.631 21.6 27 23.7611.2..1.2011.851M-2 1 -2 .007 0 .0041 0 v119.631 21.6 27 23.7611.2..1.2011.851111 -2 .026 0 .016 1.398 v119.631 21.6 27 23.7611.2..1.2111.851H1 -2 .026 0 .016 1.398 v119.631 21.6 27 23.7611.2..1.2111.851111 -2 .026 0 .016 1.398 vI19.631 21.6 27 23.7611.2.4.2111.851H1-2 .034 4.25 .0041 0 vI19.631 21.6 27 23.76111 .1.5351.85IH1 -2 .039 4.25 .004 1.398 vI19.631 21.6 27 23.7611 415741.851H2-1 .033 4.25 .004 1.177 vI19.631 21.6 27 23.76114 .1.5461.851H2-1 .033 4.25 .0041 0 v119.631 21.6 27 23.761 181.5641.851H1-2 .042 4.25 .015 1.398 vI19.631 21.6 27 23.7611.2..1.5181.85IH1 -2 .045 4.25 .016 .398 v119.631 21.6 27 23.7611.2..1.5911.851H21 .040 4.25 .016 .398 v119.631121.6 27 23.7611.281.5661.851112 -1 .042 4.25 .015 1.398 v119.631121.6 27 23.7611.2..1.5491.851H1 -2 RISA 3D Version 8 3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 438 Company Green Creek Wood Products Designer JFB Job Number 10860 Member RISC ASD Steel Code Checks (By Item) (Continued) 3906 3907 3908 3909 3910 3911 3912 3913 3914 3915 3916 3917 3918 3919 3920 3921 3922 3923 3924 3925 3926 3927 3928 3929 3930 3931 3932 3933 3934 3935 3936 3937 3938 3939 3940 3941 3942 3943 3944 3945 3946 3947 3948 3949 3950 3951 3952 3953 3954 3955 3956 3957 3958 3959 3960 3961 Member Shaoe M57 W14X30 RISA -3D Version 8 0 3 UC Max .042 .045 .040 .042 .042 .045 .040 .042 .031 .037 .031 .034 .010 .049 .049 .049 .021 .009 .009 .009 .009 .021 .009 .009 .009 .009 .021 .009 .009 .009 .009 .021 .021 .021 .021 .021 .021 .021 021 .021 .021 .021 021 .057 .064 .055 .056 .007 .007 .007 .007 .045 .054 .044 .049 .000 Barker Support Checked By Locfft1Shea...Locfftl... Fafksil Ftlksil Fbvfk...Fbzfk... Cb CmvCmz Eon 4.25 .015 1.3981v119.631 21.6 27 23.7611.2..1.518 .851H 1 -2 4.25 .016 1.3981 09.631 119.631 21.6 27 23.7611.2-1.5911.851H2-1 4.25 .016 1.3981 v 119.631 21.6 27 23.7611.281.5661.851H2 1 4.25 .015 1.3981V119 631 21.6 27 23.7611.2..1.5491.851H1-2 4.25 .015 1.3981 v 119.631 21.6 27 23.7611.2.15181.851H1-2 4.25 .016 1.3981 v 119.631 21.6 27 23.7611.2-1.5911.851H2 1 4.25 .016 1 .3981 v 119.631 21.6 27 23.7611.281.5661.851H2 1 4.25 .015 1.3981v119.631 21.6 27 23.7611.2..1.549I.851H1 -2 4.25 .002 1 0 109.631 119.631 21.6 27 23.7611.0..1.537 .85I H 1 -2 4.25 .003 12.12517i19 631 21.6 27 23.7611 4 4.572.851 H2 1 4.25 .003 1 .31 109.631 21.6 27 23.7611 4 4.544 .851H2 1 4.25 .002 1 0 109.631 119.631 21.6 27 23.7611 1 4.566.851H1 2 0 .0051 0 1v119.631 21.6 27 23.7611.2.4.2011.85 H1 2 0 .030 1.398109.631 21.6 27 23.7611.2..1.2131.85 H1 2 0 .030 1.3981 v 119.631 21.6 27 23.7611.2-1-2131.851H1-2 I 0 .030 1.3981 v 11 9.631 21.6 27 23.7611.2..1.2131.851H1-2 O .012 1.3981 v 119.631 21.6 27 23.7611.261.2091.851H1-2 O .0051 0 10 119 631 21.6 27 23.7611.2.1.2011.851H1-2 O .005 10 109.631 119.631 21.6 27 23.7611.2.4.2011.851H1-2 0 .005 1 0 109.631 119.631 21.6 27 23.7611.2..1.2011.851H1-2 0 .005 1 0 1v119.6311 21.6 27 23.76112..1.2011.851H1-2 0 .012 1.39841 27 23.76 1.261.209 .851H 1 -2 O .005 1 0 1v119.631121.6 27 23.761.2. _851H1 -2 O .005 1 0 1v119.631 21.6 27 23.7611.2..1.2011.851H1-2 O .005 1 0 1v119.631 21.6 27 23.7611.2..1.2011.85 H1 -2 0 .005 I 0 1v1 21.6 27 23.7611.2..1.2011.85 H1 -2 O .012 1.3981 v 119.631 21.6 27 23.7611.261.2091.851H1-2 O .005 1 0 1v119.631 21.6 27 23.7611.2..1.2011.851H1-2 O .005 1 0 109.631 119.631 21.6 27 23.7611.2..1.2011.851H1-2 O .005 0 1v1 21.6 27 23.7611•2••1.2011.851H1 -2 O .005 0 1v119.631 21.6 27 23.7611.2..L2011.851H1 -2 0 .012 .3981v119.631 21.6 27 23.7611.261.2091.851H1 -2 O .012 .3981 v 119.631 21.6 27 23.7611.261.2091.851H1-2 0 .012 .3981v 19.631 21.6 27 23.7611.261.209.851H1 O .012 .3981v 19.631 21.6 27 23.7611.261.209.851H1 -2 O .012 .3981 09.631 119.631 21.6 27 23.7611.261.2091.85411-2 1 -2 O :012 .398 V119.631 21.6 27 23.7611.261.2091.851H1-2 0 .012 .398 v119.631 21.6 27 23.7611.261.2091.851H1-2 0 .012 .398 v119.631 21.6 27 23.7611.261.2091.851H1-2 O .012 .3981v119.631 21.6 27 23.7611.261.2091.851H1-2 0 .012 .398 v119.631 21.6 27 23.7611.261.2091.851H1 -2 O .012 .398 v119.631 21.6 27 23.7611.261.2091.851H1 -2 0 .012 .398 v119.631 21.6 27 23.7611.261.2091.851H1 -2 4.25 .012 .398y119.631 21.6 27 23.7611 1 ..53 .851H1 -2 4.25 .013 .398 v119.631 21.6 27 23.761.3...578.851H2 -1 4.25 .013 .398 09.631 21.6 27 23.761.3.1.5511.851H2 1 4.25 .012 .398 v119.631 21.6 27 23.7611.2..L.561.851H1 -2 0 .004 0 v119.631 21.6 27 23.7611•24.2011.851H1 -2 0 .004 0 v119.631 21.6 27 23.7611.2 ;.1.2011.851H1 -2 0 .004 0 v119.631 21.6 27 23.7611.2.4.2011.851H1 -2 0 .004 0 vI19.631 21.6 27 23.7611.2.4.2011.851H1 -2 4.25 .003 0 09.631 21.6 27 23.7611.0..1.5371.851H1 -2 4.25 .004 2.125 z119.631 21.6 27 23.761 47.572 .851H2 4.25 .004 .266 v119.631 21.6 27 23.761 4 4.544 .851H2 -1 4.25 .003 0 v119.631 21.6 27 123.76111 .1.5661.851H1 -2 0 .000 0 7119. 27 123.761 1 1.61 .61H11 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 439 01717 abed Ip£ JleWg3dOeweidiam.ie8\aweid.aue8\onwS sole\ 111 0'8 uolsJan a£-vSl2i Z -I.HIg8 "186£'1 "9119L'EZ LZ 91Z II29'6I.l^ 0 Z1.0' 0 Z- I H 198' 186£'1" 9 :£Z LZ 91.Z Z 1.29 0 Z1.0' 0 Z-1H198"I86E'1"9'119L "£Z LZ 91Z 1£9'611^ 0 WI 0 Z-1.H198 •18621"9119L'EZ LZ 9"1Z 1.29'61l^ 0 Z1.0' 0 Z- 1H198 9'119L'6Z LZ 9 189'611^ 0 Z1.0' 0 Z-1. 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UC Max .006 .006 .006 .024 .108 .025 .110 .002 .002 .002 .002 .025 .108 .025 .108 .000 .006 .017 .006 .006 .006 .014 .014 .014 .010 .016 .020 .017 .005 .020 .024 .020 .005 .020 .024 .020 .005 .020 .024 .020 .010 .014 .018 .015 .008 .026 .026 .026 .012 .007 .007 .007 .007 .012 .007 .007 LocfftlShea...Locfftl... Fafksil O .012 0 v119.631 0 .012 0 v119.631 0 .012 0 v119.631 4.25 .012 0 v119.631 4.25 .013 .398 V119.631 4.25 .013 0 v119.631 4.25 .013 .398 V119.631 2.701 .003 0 v119.631 2.701 .003 0 v119.631 2.701 .003 0 v119.631 2.701 .003 0 v 119.631 4.25 .003 0 v119.631 4.25 .008 2.125 z 119.631 4.25 .004 0 v119.631 4.25 .008 2.125 z119.631 O .000 0 z119.043 O .001 9.953 v119.043 3.94 .001 9.953 v119.043 0 .001 9.953 v119.043 0 .001 9.953 v119.043 0 .001 9.953 v119.043 3.94 .001 9.953 v119.043 3.94 .001 9.953 _v 119.043 3.94 .001 9.953 09.043 9.953 .001 9.953 v119.043 9:953 .002 9.9531v119.043 9.953 .001 9.9531 v 119.043 9.953 .002 9.9531v119.043 4.043 .001 9.9531 09.043 119.043 4 769 .001 9.95311/119.043 O .001 9.9531 v 119.043 9.953 .002 9.9531 09.043 119.043 4.043 .001 9.9531 v 119.043 4 769 .001 9.9531 09.043 119.043 O .001 9.9531 v 119.043 9.953 .002 9.9531 09.043 119.043 4.043 .001 9.9531 v 119.043 4 769 .001 9.9531 09.043 119.043 0 .001 9.9531 v 119.043 9.953 .002 9.9531 09.043 119.043 4.873 ,001 9 •9531v1 1 9.043 9.953 .002 9.9531 09.043 119.043 9.953 .001 9.9531 09.043 119.043 9.953 .002 9.9531v119.043 0 .001 9.9531 09.043 119.043 3.836 .001 9.9531 09.043 119.043 3.836 .001 9.9531 v 119:043 3.836 .001 9.9531 V 119.043 0 _.001 9.9531 v 119.043 0 .001 9.9531 v 119.043 0 .001 9.9531 09.043 119.043 0 .001 9.9531 v 119.043 O :001 9.9531 09.043 119.043 0 .001 9.9531 v 119.043 0 .001 9.9531 v 119.043 0 .001 9.9531 v 119.043 Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean 21.6 27 23.76 1.6.. 3981.85 I H 1 -2 21.6 27 23.76 1.6.. 3981.85I H 1 21.6 27 23.761.6.. 3981.85I H 1 21.6 27 23.76 4 ..6041.851 H2 1 21.6 27 23.761.6.. 5481.85 I H2 1 21.6 27 23.76 1.8.. 5911.85 I H 1 21.6 27 23.76 1.6.. 5461.85 I H 1 2 21.6 27 23.76 1 .4821.851H1-2 21.6 27 23.76 1 .4821.851H1-2 21.6 27 23.76 1 •4821.851H1 -2 21.6 27 123.76 1 .4821.8511-11-2 21.6 27 23.76 1 .5991.85 I H2 1 21.6 27 23.761.6.. 5471.85I H2 1 21.6 27 23.76 2.3 .5951.851H1-2 21.6 27 23.76 1 .5471.851H1-2 27.6 30.36 30.36 75 .6 1.6 I H 1 1 27.6 27.6 27.6 1.3.. 7561.85I H 1 1 27.6 27.6 27.6 1 .5651.85 I H 1 1 27.6 27.6 27.6 1.3.. 7561.85 I H 1 1 27.6 27.6 27.6 1.3.. 7 561.851H 1 1 27.6 27.6 27.6 1.3.. 7561.85 I H 1 1 27.6 27.6 27.6 1 .5441.851H1 1 27.6 27.6 27.6 1 .5441.851111 1 27.6 27.6 27.6 1 •5441.851H11 27.6 27.6 27.6 1.3...971.851H2-1 27.6 27.6 27.6 1.3 ..8161.85 I H 1 2 27.6 27.6 27.6 1.3.. 7311.85I H 1 1 27.6 27.6 27.6 1.3.. 8471.85 I H 1 2 27.6 27.6 27.6 1 .5761.851H1-2 27:6 27.6 27.6 1 .8981.851H11 27.6 27.6 27.6 1.2.. 4881.881H 1 1 27.6 27.6 27.6 1.2.. 768 1.85 I H 1 1 27.6 27.6 27.6 1 .8761.85111i-2 27.6 27.6 27.6 1 •8981.851H11 27.6 27.6 27.6 1.2.. 48 81.85 I H 1 1 27.6 27.6 27.6 1.2.. 7681.85 I H 1 1 27.6 27.6 27.6 1 .5761.851H1-2 27.6 27.6 27.6 1 .8981.851 H 1 1 27.6 27.6 27.6 1.2.. 4881.85 I H 1 1 27.6 27.6 27.6 11.2.. 7681.85 I H 1 1 27.6 27.6 27.6 11 .5211.85 I H2 1 27.6 27.6 27.6 11.2.. 8221.85I H 1 -2 27.6 27.6 27.6 11.3.. 7241.851H 1 1 27.6 27.6 27.6 11.3.. 8411.851H 1 -2 27.6 27.6 27.6 11.3.. 7561.85I H 1 1 27.6 27.6 27.6 11 .5781.851 H 1 1 27.6 27.6 27.6 1 1 .5781 .85 I H 1 1 27.6 27.6 27.6 11 .5781.85 I H 1 1 27.6 27.6 27.6 11.3.. 4271.85 I H1 1 27.6 27.6 27.6 11.3.. 7561.88I H 1 1 27.6 27.6 27.6 11.3.. 7561.88I H 1 1 27.6 27.6 27.6 11.3. .7561.85 I H 1 1 27.6 27.6 27.6 1 1.3... 7561.851H1 1 27.6 27.6 27.6 11.3. .4271.851 H 1 1 27.6 27.6 27.6 11.3. .7561.85 I H 1 1 27.6 27.6 27.6 11.3. .7561.851 H 1 1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 441 1 1 1 1 1 1 1 1 1 1 i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 4074 4075 4076 4077 4078 4079 4080 4081 4082 4083 4084 4085 4086 4087 4088 4089 4090 4091 4092 4093 4094 4095 4096 4097 4098 4099 4100 4101 4102 4103 4104 4105 4106 4107 4108 4109 4110 4111 4112 4113 4114 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Shaoe M59 HSS6X. UC Max LoclftlShea..Locfft Fafksil Ftfksil Fbvlk...Fbzfk... Cb Cmy�Cmz Ean .007 0 .001 9.9531 v 119.0431 27.6 1 27.6 27.6 11.3.1.7561.851H1 1 .007 0 .001 9.953Iv019.043 27.6 27.6 27.6 11.3..1.7561.851H1 1 .012 0 .001 9.953Ivl19.043 27.6 27.6 27.611.3..1.4271.851H1 1 .007 0 .001 9.9531v119 043 27.6 27.6 27.6 11.3..1.7561.851 H1 1 .007 0 .001 9.953Ivl19.043 27.6 27.6 27.6 I1.3..1.756I.85IH1 1 .007 0 .001 9.9531v119.043 27.6 27.6 27.611.3..1.7561.851H1 1 .007 0 .001 9.953Ivl19.043 27.6 27.6 27.6 I1.3..1.7561.85IH1 1 .012 0 .001 9.953109.043 27.6 27.6 27.611.3..1.4271.851H1 1 .012 0 .001 9.953M19.043 27.6 27.6 27.611.3..1.4271.851H1 1 .012 0 .001 9.9531v119043 27.6 27.6 27.6 11.3..1.4271.851H1 1 .012 0 .001 9.953109.043 27.6 27.6 27.6 I1.3..L•4271.851H1 1 .012 0 .001 9.9531v119 043 27.6 27.6 27.6 11.3..1.4271.85 I H 1 1 .012 0 .001 9.953109 119 043 27.6 27.6 27.611 3..1.4271.85+11 1 .012 0 .001 9.953M19.043 27.6 27.6 27.611 3..1.4271.85 H1 1 .012 0 .001 9.9531v119.043 27.6 27.6 27.6 11.3..1.427I.85IH1 1 .012 0 .001 99531v119043 27.6 27.6 27.6!1.3..1.427(.85(H1 -1 .012 0 .001 9.953109 119 043 27.6 27.6 27.611 3..1.4271.85 I H 1 1 .012 0 .001 9.9531v119.043 27.6 27.6 27.6 I1.3..1.4271.851H1 1 .012 0 .001 9.953M19.043 27.6 27.6 27.6 11.3..1.4271.851H1 1 .011 4769 ,002 9.9531v119.043 27.6 27.6 27.61 1 I.5731.851H2 1 .025 9.953 .003 9.9531v119.043 27.6 27.6 27.611.2.4.8491.851111-2 .032 9.953 ,002 9.9531v119043 27.6 27.6 27.611.3..1.6911.851H1 1 .027 9.953 .003 9.953M19.043 27.6 27.6 27.6 11.34I.8151.851H1 -2 .005 0 .001 9.953109.043 27.6 27.6 27.6 11.3.4.7561.851H1 1 .005 0 .001 9.9531x119.043 27.6 27.6 27.6 11.3.17561.851H1 1 .005 0 .001 9.953M19.043 27.6 27.6 27.6 11.347561.851H1 1 .005 0 .001 9.953 v119.043 27.6 27.6 27.6 11.3...7561.851H1 1 .014 4.873 .002 9.953 v119.043 27.6 27.6 27.61 1 .4761.851H2 1 .020 9.953 .003 9.953 v119 043 27.6 27.6 27.6 11.2..1.8221.851H1 -2 .025 9.953 .001 9.953 v119.043 27.6 27.6 27.6 I1.3..1.7251.851H1 1 .022 9.953 .002 9.953 v119.043 27.6 27.6 27.6 11.3..1.8411.851 H 1 2 :000 0 .000 0 2119 043 27.6 30.36 30.3611 751 .6 I .6 IH1 1 .006 9.953 .001 0 v119.043 27.6 27.6 27.611 1 .1.5841.85IH1 1 .018 0 .001 0 vI19 043 27.6 27.6 27.6 11.2..1.386I.85IH1 1 .006 9.953 .001 0 vI19 043 27.6 27.6 27.611 1 .1.5841.851H1 1 .006 9.953 .001 0 v019043 27.6 27.6 27.611 1 .1.584I.851H1 1 .006 9.953 .001 0 v119.043 27.6 27.6 27.611 1 .1.5841.851111 1 .015 0 .001 0 vI19.043 27 27.6 27.6 11.2..1.3161.851111 1 .015 0 .001 0 v119.043 27.6 27.6 27.6 I1.2..1.3161.851H1 1 .015 0 .001 0 v119 043 27.6 27.6 27.6 11.2..1.3161.851H1 1 :020 9.953 .002 0 v119.043 27.6 27.6 27.6 11.2...689.851H1 1 .012 0 .004 0 v119.043 27.6 27.6 27.6 1.0...737.851H1 -2 .010 0 .002 0 v119.043 27.6 27.6 27.6 1 1.871.851H .012 0 .004 0 v119.043 27.6 27.6 27.611.3..1.6561.851M-2 .025 0 .001 0 v119.043 27.6 27.6 27.611.2..1.4131.851111 -1 .018 0 .003 0 v119.043 27.6 27.6 27.611161.7831.851H1 1 .005 0 .001 0 v119 043 27.6 27.6 27.6 11.2..1.6161.851H1 .018 0 .003 0 v119.043 27.6 27.6 27.611.3...6361.851H 1 .025 0 .001 0 v119.043 27.6 27.6 27.6 I1.2..1.4131.85IH1 1 .018 0 .003 0 vI19043 27.6 27.6 27.611 161.7831.85IH1 1 .005 0 .001 0 v119.043 27.6 27.6 27.6 11.2..1.6161.851H.1 -2 .018 0 .003 0 v119 043 27.6 27.6 27.611.3.4.6361.851111 1 .025 0 .001 0 v119.043 27.6 27.6 27.6 I1.2.4.4131.851H1 1 .018 0 .003 0 v119.043 27.6 27.6 27.611 161.7831.85IH1 1 .005 0 .001 0 v119.043 27.6 27.6 27.611.2..1.6161.851111 -2 .018 0 .003 0. vI19.043 27.6 27.6 27.611 3..1.6361.851H1 1 RISA -3D Version 8.0.3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 442 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member Shaoe 4130 26 4131 27 4132 28 4133 29 4134 30 4135 31 4136 32 4137 33 4138 34 4139 35 4140 36 4141 37 4142 38 4143 39 4144 40 4145 41 414642 4147 43 4148 44 4149 45 4150 46 4151 47 4152 48 4153 49 4154 50 4155 51 4156 52 4157 53 4158 54 4159 55 4160 56 4161 57 4162 58 4163159 4164160 4165 61 4166 62 4167,63 4168 64 4169 65 4170 66 4171 67 4172 68 4173 69 4174 70 4175 71 4176 72 4177 1 M60 W14X30 4178 2 4179 3 4180 4 4181 5 I, 4182 6 4183 7 4184 8 4185 9 UC Max LocfftlShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .018 9.953 .001 0 Iv119.043127.6127.6 27.611.2..L.711.851H11 .010 0 .004 9.9531v119.043 27.6 127.6 27.611.o 4.721.85IFH-2 .010 4.665 .001 9.9531 09.043 119.043 27.6 1 27.6 27.6 1 1.8941.851 H2 1 .010 0 .004 0 v119 043 27.6 1 27.6 27.6 14 .4.6721.851H 1 .009 9.953 .001 0 v119.043 27.6 27.6 27.6 11 .1.5841.851H11 .026 0 .001 0 09.043 27.6 27.6 27.61 .1.441.851H 1 .026 0 .001 0 vI19.043 27.6 27.6 27.6 11.3..1.441.85 I H 1 1 .026 0 .001 0 v119.043 27.6 27.6 27.611.3..1.441.851H11 .013 9.953 .001 0 v119.043 27.6 27.6 27.6 1 1 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 I1 1 .1.5841.851H1 1 .008 9.953 .001 0 v(19.043 27.6 27.6 27.6111 .1.5841.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 (1 1 .1.5841.851H11 .008 9.953 .001 0 v(19.043 27.6 27.6 27.6 (1 1 .1.5841.85(H1 1 .013 9.953 .001 0 v( 043 27.6 27.6 27.6 11.231.2821.851H1 1 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 (1 1 .1.5841.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 11 1 .1.5841.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 11 1 ..5841.851H11 .008 9.953 .001 0 v(19.043 27.6 27.6 27.61 ..5841.881H11 .013 9.953 .001 0 vh9.043 27.6 27.6 27.611.231.2821.851H1 1 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 I1 1 .1.5841.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.611 1 ..5841.8511-11 1 .008 9.953 .001 0 V19043 27.6 27.6 27.6111 .1.5841.851H1 1 .008 9.953 .001 0 v 19.043 27.6 27.6 27.6 I1 1 .4.5841.851H1 1 .013 9.953 .001 0 v119.043 27.6 27.6 27.611.231.2821.851H11 .013 9.953 .001 0 v19.043 27.6 27.6 27.6 I1.231.2821.851H1 1 .013 9.953 .001 0 v 19.043 27.6 27.6 27.6 (1.23(.282I.85IH1 1 .013 9.953 .001 0 v119.043 27.6 27.6 27.6 11.23(2821.85 (Kt 1 .013 9.953 .001 0 v119043 27.6 27.6 27.611.23(.2821.851H1 1 .013 9.9531 .001 0 v(19.043 27.6 27.6 27.6 11.231.2821.85 H1.1 .013 9.953 :001 0 v(19.043 27.6 27.6 27.6 11.231.2821.85 H1 1 .013 9.953 .001 0 v119.043 27.6 27.6 27.6 11.231.2821.851 H1 1 .013 9.953 .001 0 v(19 043 27.6 27.6 27.611.231.2821.851H11 .013 9.953 .001 0 v(19.043 27.6 27.6 27.6 (1.231.2821.851H1.1 .013 9.953 .001 0 v119.043 27.6 27.6 27.611.231.2821.851m 1 .013 9.953 .001 0 v119.043 27.6 27.6 27.6 (1.23(•2821.85(H1 1 I .033 9.953 .002 0 v119.043 27.6 27.6 27.6 I1.2..1.584(.851H1 1 .020 0 .006 0 v119.043 27.6 27.6 27.611.0.4.7391.851H1-21 .011 0 .002 0 v119.043 27.6 27.6 27.6 1 1 .1. (H 1 1 .020 0 .006 0 v119.043 27.6 27.6 27.6114 .4.6591.851H 1 .006 9.953 .001 0 v119.043 27.6 27.6 27.6 11 .1.0841.881H11 .006 9.953 .001 0 v119.043 27.6 27.6 27.6 11.4.5841.851H1 1 .006 9.953 .001 0 v119.043 27.6 27.6 27.6 11 1 .1.5841.851H11 .006 9.953 .001 0 v119.043 27.6 27.6 27.6 I1 1 .1.5841.851H11 .025 9.953 .0021 0 109.043 (19.043 27.6 27.6 27.611.2..1.7081.851H11 .015 0 1.00619.953109.043 27.6 27.6 127.611.0..1.7221.851H1 -2 .014 4.665 .002 19.9531 09.043 (19.043 27.6 27.6 127.6 1 1 1.9081.851H21 .014 0 .006 I 0 Iv 19.043 27.6 27.6 27.611 4 .4.6 71 1.851H1 .000 0 1 .000 1 0 (z 19.631 21.6 27 23.761 1 1.6 I .6 1H1 1 .005 4.251.00514.25109.631 21.6 27 1123.7612.31.632I.851H1 -2 .021 .62 .023 14.251 v 119.631 21.6 27 123.761 1 1.671.851H1-2 .005 4.25 .00514.251v119.631 21.6 27 23.7612.31.6321.851H1 -2 .005 4.251.00514.25(v119.631 21.6 27 23.76(2.31.6321.85(H1-2 .005 4.251.00514.251vI19.631 21.6 27 123.76(2.31.6321.851H1 -2 .017 .62 I.01814.25(v(19.631 21.6 27 123.761 1 I.6541.85IH1-2 .017 .62 I.01814.25(v(19.631 21.6 27 (23.761 1 I.6541.85IH1 -2 .017 .621.01814.25(09.631 21.6 27 123.761 1 1.654(.85IH1 -2 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 443 1 1 1 1 1 1 1 1 1 1 1 1 r r 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 4186 4187 4188 4189 4190 4191 4192 4193 4194 4195 4196 4197 4198 4199 4200 4201 4202 4203 4204 4205 4206 4207 4208 4209 4210 4211 4212 4213 4214 4215 4216 4217 4218 4219 4220 4221 4222 4223 4224 4225 4226 4227 4228 4229 4230 4231 4232 4233 4234 4235 4236 4237 4238 4239 4240 4241 Member Shaoe UC Max LoclftlShea...Locfftll... Fafksil Ftlksil Fbvik...Fbzfk... Cb Cmy�Cmz Eon .025 4.25 .00514.251v119.631121.6 27 23.76 2.3 .5821.851H1 -2 .057 4.25 .00514.25R/119.631 21.6 27 23.76 2.3 .6241.851H2 1 .022 4.25 .005 14.251 v 119.631 21.6 27 23.76 2.3 .5791.851H2 1 .060 4.25 .00514.25k/119.631 21.6 27 23.76 2.3 .6241.851H1 .028 4.25 .01814.251v119.631 21.6 27 23.76 1 .5821.851111 -2 .053 4.25 .018 14.251 v 119.631 21.6 27 23.76 1 .6241.85 H2 1 .026 4.25 .01814.251v119.631 21.6 27 23.76 1 .5781.85 H2 .054 4.25 .01814.25109.631 21.6 27 23.76 1 .6241.851H1 .028 4.25 .01814.251019.631 21.6 27 23.76 1 .5821.851H1 .053 4.25 .01814.25109.631 21.6 27 23.76 1 .6241.851H21 .026 4.25 .01814.25109.631 21.6 27 23.76 1 .5781.851H21 .054 4.25 .01814.25109.631 21.6 27 23.76 1 .6241.851H1 .028 4.25 .01814.25109.631 21.6 27 23.76 1 .582.851H1 -2 .053 4.25 .01814.251v119.631 21.6 27 21 76 1 .624.851H2 1 .026 4.25 .01814.251v119.631 21.6 27 23.76 1 1.5781.851H2 -1 .054 4.75 .01814.251v119.631 21.6 27 23.76 1 1.6241.851111 -2 .023 4.25 .003 14.251v119.631 21.6 27 23.76 2.31.5811.851H1 -2 .056 4.25 .00314.251y119.631 21.6 27 23.76 1 .624.851 H2 1 .021 4.75 .00314.251v119.631 21.6 27 23.76 1 .579.851H2 .058 4.25 .003 14.251 v 119.631 21.6 27 123.76 2.31.6241.851H1-2 .008 4.25 .00714.251v119.631 21.6 27 123.76 2.31.6321.851H1 -2 .033 .62 .03414.251x119.631 21.6 27 123.76 1 1.7151.851H1 -2 .033 .62 .03414.251v119.631 21.6 27 123.76 1 1.7151.851H1 -2 .033 .62 .03414.251/119.631 21.6 27 123.76 1 1.715.851H1 .013 .62 .01514.2511/119.631 21.6 27 23.76 1 1.641 .851H1 .006 4.25 .00614.2511/119.631 21.6 27 23.76 2.31.6321.851H1 -2 .006 4.25 .006 14.251v119.631 21.6 27 23.76 2.31.6321.851H1 .006 4.25 .00614.251v119.631 21.6 27 23.76 2.31.6321.851H1 .006 4.25 .00614.251v119.631 21.6 27 23.76 2.31.6321.851H1 -2 .013 .62 .01514.251v119.631 21.6 27 23.76 1 1.6411.851H1 -2 .006 4.25 .00614.251v119.631 21.6 27 23.76 2.31.6321.851H1 .006 4.25 .00614.251v119.631 21.6 27 23.76 2.31.6321.851H1 .006 4.25 .00614.251v119.631 21.6 27 23.76 2.31.6321.851H1 -2 .006 4.25 .006 14.251v119.631 21.6 27 23.76 2.31.6321.851H1 -2 .013 .62 .015 14.251 v 119.631 21.6 27 23.76 1 1.6411.851H1-2 .006 4.25 .006 14.251v119.631 21.6 27 23.76 2.31.6321.851H1 -2 .006 4.25 .006 14.251v119.631 21.6 27 23.76 2.31.6321.851H1 -2 .006 4.25 .006 4.251v119.631 21.6 27 23.76 2.31.6321.851111 -2 .006 4.25 .006 4.251v119.631 21.6 27 23.76 2.31.6321.851H1 -2 .013 .62 .015 14.254119.631 21.6 27 23.76 1 .641 .851111 -2 .013 .62 .015 14.251v119.631 21.6 27 23.76 1 .641.851H1 -2 .013 .62 .015 14.251v119.631 21.6 27 23_76 1 1.6411.851111 -2 .013 .62 .015 14.25 v119.631 21.6 27 23.76 1 1.6411.851111 -2 .013 .62 .015 14.25 v119.631 21.6 27 23.76 1 1.6411.851H1 -2 .013 .62 .015 14.251v119.631 21.6 27 23.76 1 1.6411.851H1 -2 .013 .62 .015 14.251v119.631 21.6 27 23.76 1 1.6411.851111 -2 .013 .62 .015 14.251v119.631 21.6 27. 23.76 1 .6411.851H1-2 .013 .62 .015 14.251 v 119.631 21.6 27 23.76 1 .6411.851111 .013 .62 .015 14.251v119.631 21.6 27 23.76 1 .6411.851111 -2 .013 .62 .015 14.251v119.631 21.6 27 23.76 1 .6411.851H1 -2 .013 .62 .015 14.251v119.631 21.6 27 23.76 1 .6411.851H1 -2 .039 4.25 .015 14.251v119.631 21.6 27 23.76 1 .5821.85 H1 .086 4.25 .015 14.251v119.631 21.6 27 23.76 1 .6241.85 H2 -1 .037 4.25 .01514.251v119.631 21.6 27 23.76 1 .5791.851H2 .089 4.25 .015 14.2510 9.631 21.6 27 23.76 1 .6241.851H1 .005 4.25 .005 14.251 v 119.631 21.6 27 23.76 2.3 .6321.851H1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 444 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (Bit Item) (Continued) LC Member 4242 66 4243 67 4244 68 4245 69 4246 70 4247 71 4248 72 4249 1 M61 4250 2 4251 3 4252 4 4253 5 4254 6 4255 7 4256 8 4257 9 4258 10 4259 11 4260 12 4261 13 4262 14 4263 15 4264 16 4265 17 4266 18 4267 19 4268 20 4269 21 4270 22 4271 23 4272 24 4273 25 4274 26 4275 27 4276 28 4277 29 14278 30 14279 31 4280 32 4281 33 4282 34 4283 35 4284 36 4285 37 4286 38 4287 39 4288 40 4289 41 4290 42 4291 43 4292 44 4293 45 4294 46 4295 47 4296 48 14297 49 Shane HSS6X.. UC Max LocfftlShea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .005 4.25 .005 4.251v119.631 21.6 27 23.7612.31.6321.851H1 -2 .005 4.25 .005 4.251v119.631 21.6 27 23.7612.31.6321.851H1 -2 .005 4.25 .005 4.251vI19.631 21.6 27 23.7612.31.6321.851H1 -2 .033 4.25 .005 4.251v119.631 21.6 27 23.7612.31.582 .85IH1 -2 .080 4.25 .004 4.25Iv119.631 21.6 27 23.761 1 1- 824.851H21 .030 4.25 .004 4.251vI19.631 21.6 27 23.761 1 I.5791.851H21 .082 4.25 .005 4.25109.631 21.6 27 23.7612.31.6241.851H1 -2 .000 0 .000 0 1z119.043 27.6 30.3630.3611 751 .6 I .6 H1 1 .007 9.953 .001 9.9531 09.043 119.043 27.6 27.6 27.6 I1.2.J.259I.85 H1-2 .021 9.953 .001 9.9531v119043 27.6 27.6 27.61141.4631.851H1 1 .007 9.953 .001 9.9531v119.043 27.6 27.6 27.611.2..L.2591.851H1 -2 .007 9.953 .001 9.953Iv119.043 27.6 27.6 27.611.2...2591.851H1-2 .007 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.2...2591.851H1 -2 .018 9 .001 9.953Iv119.043 27.6 27.6 27.611.381.4471.851H11 .018 9 .001 9.953109.043 27.6 27.6 27.6 I1.381.4471.851H1 1 .018 9.953 .001 9.953Iv119 043 27.6 27.6 27.611.381.4471.851H1 1 .015 9.953 .002 9.9531v119.043 27.6 27.6 27.61 1 I.7481.851H21 .009 9.953 .002 5.953109.043 27.6 27.6 27.6 11.231.8541.85IH1 1 .026 0 .002 9.953109.043 27.6 27.6 27.6 11.2..L611.851H1 1 .010 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.6 1 1.3..1.5821.85 I H 1 2 .010 9.953 .002 9.9531v119.043 27.6 27.6 27.6 11.3..1.6051.85 I H2 1 .017 9.953 .002 9.9531v119043 27.6 27.6 27.611.3..1.4781.851H1 1 .031 9.953 .002 9.953109.043 27.6 27.6 27.611.37I.2241.851H1 1 .019 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.611 4 .1.551 1.85 I H 1 1 .010 9 9 5 3 .002 9.9531v119.043 27.6 27.6 27.611.3..1.6051.851H21 .017 9.953 .002 9.953Iv119.043 27.6 27.6 27.6 11.3..1.4781.851 H 1 1 .031 9.953 .002 9.9531v119.043 27.6 27.6 27.6 I1.371.2241.851H1 1 .019 9.953 _002 9.953109 019 043 27.6 27.6 27.61 4 .1.551 1.85 I H 1 1 .010 9.953 .002 9.9531v119.043 27.6 27.6 27.6 11 .3..[.6051.851H2-1 .017 9.953 .002 9.9531v119.043 27.6 27.6 27.6 I1.3..1.478I.85IH1 1 .031 9.953 .002 9.9531 v 119.043 27.6 27.6 27.611.371.2241.851H11 .019 9.953 .002 9.9531 09.043 119.043 27.6 27.6 27.61 4 .1.551 1.85 I H 1 1 .014 5.391 _002 9.953M19.043 27.6 27.6 27.61 1 1.8661.851H21 .007 9.953 .002 9.9531v119.043 27.6 27.6 27.611.2••F.7681.851H1 -2 .024 0 .002 9.9531v119.043 27.6 27.6 27.6 11.2...6861.851H1 1 .007 9.953 .002 9.9531v119.043 27.6 27.6 27.611.3.1.6141.851H1-2 .010 9.953 .001 9.9531v119.043 27.6 27.6 27.611.2..[.2591.851H1-2 .031 9.953 .001 9.9531 09.043 119.043 27.6 27.6 27.611 4.1.4781.851 H 1 1 .031 9 .001 9.9531v119.043 27.6 27.6 27.611 4.L.4781.851H1 1 .031 9.953 .001 9.9531v119.043 27.6 27.6 27.61 4.1.4781.851H1 1 .015 9.953 .001 9.9531v119.043 27.6 27.6 27.6 I1.3..1.4071.851H1 1 .009 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.2..1.2591.85IH1 -2 .009 9.953 .001 9.9531 09.043 119.043 27.6 27.6 27.6' 11.2...2591.851 H1 -2 .009 9.953 .001 9.953Iv119.043 27.6 27.6 27.611.2..12591.851H1 -2 .009 9.953 .001 9.953M19.043 27.6 27.6 27.6 11.2..12591.85 I H 1-2 .015 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.3..1.4071.851 H 1 1 .009 9.953 :001 9.9531v119.043 27.6 27.6 27.611.2..1.2591.851H1-2 .009 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.2..6.2591.85 H1 -2 .QQ9 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.2..12591.85 H1 -2 .009 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.2..1.2591.851H1 -2 .015 9.953 .001 9.9531v119.043 27.6 27.6 27.6 I1.3..G.407I.851H1 1 .009 9.953 .001 9.953M19.043 27.6 27.6 27.611.2..1.2591.851H1 -2 .009 9.953 .001 9.953Iv119.043 27.6 27.6 27.611.2-2591.851H1-2 .009 9.953 .001 9.9531v119.043 27.6 27.6 27.6 11.2•• •2591.851H1 -2 .009 9.953 .001 9.953M19.043 27.6 27.6 27.611.2..1.2591.851E11-2 .015 9.953 .001 9.9531 09.043 019.043 27.6 27.6 27.6 11.3:.1.4071.851 H 1 1 1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 445 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 14298 14299 14300 14301 14302 4303 4304 4305 4306 4307 4308 4309 4310 4311 4312 4313 4314 4315 4316 4317 4318 4319 4320 4321 4322 4323 4324 4325 4326 4327 4328 4329 4330 4331 4332 4333 4334 4335 4336 4337 4338 4339 4340 4341 4342 4343 4344 4345 4346 4347 4348 4349 4350 4351 4352 4353 LC Member 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M62 2 3 4 5 6 7 8 9 101 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Shane HSS6X.. UC Max .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .015 .019 .017 .042 .019 .006 .006 .006 .006 .020 .010 .034 .011 .000 .007 .021 .007 .007 .007 .018 .018 .018 .026 .010 .015 .011 .031 .020 .007 .016 .031 .020 .007 .016 .031 .020 .007 .016 .024 .008 .014 .009 .010 .031 .031 .031 LocfftlShea...Lo 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 .003 9.953 .001 9.9531 .001 9.953 9.953 5.391 9.953 0 9.953 0 9.953 9.953 9.953 9.953 9.953 9.953 9.953 9.953 0 0 5.184 0 9.953 9.953 5.702 9.953 9.953 9.953 5.702 9.953 9.953 9.953 5.702 9.953 0 0 5.08 0 9.953 9.953 9.953 9.953 .001 .001 .001 .001 001 .001 .001 .001 .001 .001 .001 .003 .003 .003 .001 .001 .003 .003 .003 .003 .000 .001 .002 .001 .001 .001 .002 .002 .002 002 .001 .001 .001 .002 .001 .001 .002 .002 .001 :001 .002 .002 .001 .001 .002 .002 .001 .001 .001 .001 .003 .003 .003 ftl... Fa Ft ksi ksi 9.9531 v 19.043 27.6 9.9531 v 119.0431 27.6 9.9531 v 119.0431 27.6 9.9531 v 119.0431 27.6 9.9531 v 119.0431 27.6 9.953K/119.043127.6 9.9531v119.043127.6 9.953109.043 27.6 9.9531v119.043 27.6 9.9531v119.043 27.6 9.9531v119.043 27.6 9.9531 v 119.043 27.6 9.9531 v 119.043 27.6 9.9531x119.043 27.6 9.9531 v 119.043 27.6 9.9531 v 119.043 27.6 9.9531 v 119.043 27.6 9.9531/119.043 27.6 9.9531v119.043 27.6 9.9531 v 119.043 27.6 9.9531v119.043 27.6 9.953109.043 27.6 9.9531v119.043 27.6 0 Iz119.043 27.6 O v119.043 27.6 9.953 v 119.043 27.6 0 y119.043 27.6 0 v119.043 27.6 0 v119.043 27.6 9.953 ,i19.043 27.6 9.953 v119.043 27.6 9.953 v119.043 27.6 O v119.043 27.6 0 v 119.043 27.6 O v119.043 27.6 0 09.043 27.6 O v119.043 27.6 9.953 v119.043 27.6 9.953 v119.043 27.6 9.953 v119.043 27.6 0. v119.043 27.6 9.953 v119.043 27.6 9.953 v 119.043 27.6 9.953 v119.043 27.6 O v119.043 27.6• 9.953 v119.043 27.6 9.953 v119.043 27.6 9.953 v119.043 27.6 0 v119.043 27.6 0 09.043 27.6 9.953 v119.043 27.6 0 v119.043 27.6 0 vI19.043 27.6 9.953 v119.043 27.6 9.953 v119.043 27.6 9.953 v119.043 27.6 rk.. 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Hi -2 27.6 27.6 1.2..12591.851H 2 27.6 27.6 1.2.12591.851H1 -2 27.6 27.6 1.2..1.2591.851H1 -2 27.6 27.6 1.2..1.2591.851H1 -2 27.6 27.6 1 1.8551.85 I H2 1 27.6 27.6 1.247741.851H1 2 27.6 27.6 1.2.4.681.851M 1 1 27.6 27.6 1.3..1.6111.851H1 -2 30.36 30.361 751 .6 1.6 1H1 1 27.6 27.6 1.2..1.571 .851H1 1 27.6 27.6 1 1.591 .85 I H 1 1 27.6 27.6 1.2.4.5711.851H1 1 27.6 27.6 1.2. 5711.85I H 1 1 27.6 27.6 1.2. 5711.851H 1 1 27.6 27.6 1 .591.851H 1 27.6 27.6 1 .591.85 I H 1 1 27.6 27.6 1 .591.851H 1 27.6 27.6 1.3.. 541.85 I H 1 1 27.6 27.6 1.2.. 9351.851H 1 1 27.6 27.6 1 7161.851H 27.6 27.6 1.2.. 7211.85I H 1 2 27.6 27.6 1 .5281.851H1 1 27.6 27.6 1 .8071851H1 1 30.36 30.36 1 27.6 27.6 1 .3161.851 H 1 1 27.6 27.6 1 .5281.851 27.6 27.6 1 .8071.85 I H 1 1 30.36 30.36 1 .6331.851H2 27.6 27.6 1 ,3161.851H1 1 27.6 27.6 1 .5281,851H1 1 27.6 27.6 1 .8071.85 I H 1 1 30.36 30.36 1 6331.85 I H2 1 27.6 27.6 1 .3161.85 I H 1 1 27.6 27.6 1.3.. 7781.85 I H 1 1 27.6 27.6 1.2...8911.851H1 -2 27.6 27.6 1 1.754 .851H2 1 27.6 27.6 1.2.4.763 .85 I H 1 -2 27.6 27.6 1.2..45711.851H1 1 30.36 30.36 1 1.5921.851 H 1 1 30.36 30.36 1 1.5921.851 H1 1 30.36 30.36 1 1.5921.85 I H 1 1 Fb RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 446 1 1 1 1 1 1 1 1 1 1 1 1 1 LM 868d IP£ ewg }dpaweuiavee \awe.idiaves \ona3S sole0\ ll 0 8 uolsJ8A Q£ Z Z Z'ZI9E'OEI9E'0E Z lHIiLZ'Il19'1E'ZI9E'0E19E'OE Z "8' 119E 0219E "OE Z 1.HILLZ'199£' E'Z19£'0£19E'0£ Z 1H18oti'I8£Z' E "ZI9E "0E19E "02 Z E'Z19E'OE19E10E Z-1H198E1£9Z" "£'119£'0£19£ 0E Z 1H19££'I£ZZ' E'Z19E Z 1H19££'1£ZZ' £'Z19£ "0E Z-1H19££'1£ZZ• E"Z19E "0219£ "0E Z-1HIZ££'I15Z' E "Z19£ '0£19£ '0E z E'Z19E'OEI9E'0£ Z=1HIZ££'115Z' E'Z19E "OE19E "0E Z- 1HI£L£'19vt E•Z 9E "0£192 "0E Z- 1HIZ££'11.5Z• E•Z 9E•0E 9£'0E 1 1H1 9" 1 9" 5L 192'0£ 9E'0E Z 1H 58" 169L Z' l 91Z 9•LZ ZH 58 .9L' 6 9 LZ 9 •LZ Z-11158 "1568 "z•L 9 •LZ L 1.H 58' 19L' 1 9•LZ 91Z L LH 58 I1L5" "Z" l 9 •LZ 9 "LZ 1 1H 98 "Z' 1 9•LZ 9 'LZ 1H 158' I.L5" "Z' 1 9 9 LZ 1.1-1198 11 9 "LZ 9 "LZ Z -1 H 199 1909' 1. 9 "LZ 9 "LZ 1 ZH 158 IZL9' 1. 9E 9E I. 1.H158IZ56' 6 9 "LZ 9 "LZ I. 1.H158 "ILL£'LZ•1 9 LZ 9•LZ L LHI58 1985' 6 9 •LZ 9 "LZ 1 1H158' 989" 1. 9 "LZ 9 "LZ 1 1H198 989 6 9 "LZ 9 •LZ 11.H1991985" 6 9•LZ 9•LZ 1 1H 198' 1989' 6 9 "LZ 9 •LZ 11H1981985' 6 9'LZ 9'LZ 11H198'1985' 6 9'LZ 9•LZ 11.H198'1985' 6 9'LZ 9•LZ 11H158"1985' 6 9'LZ 9•LZ 11.H1581995* 1- 9'LZ 91Z 1. 1H 198 1989'1 6 91Z 9 "LZ 11H1581989'1 6 9 •LZ 9 "LZ 1. 1H 158" 11L5'1•'Z' 1 9•LZ 9•LZ 11H158 "I1L91•'Z'1. 9 "LZ 9 "LZ 1H199'11L91'"Z'1 9'LZ 9•LZ 1 1.H 158' I 1 L5'1 "Z' 1. 9•LZ 9•LZ 11 H1581989'1 1. 9"LZ 9 •LZ 11H158IIL5 9 "LZ 9 •LZ 1. 1H 158'415' "Z' 1 9'LZ 9•LZ L 1H199 "Z l 9•LZ 9•LZ 1 1H158 Z'l 9•LZ 9•LZ I. 1H 158 1- 9'LZ 9•LZ 9'LZ 9 "LZ 9'LZ 9•LZ 9 "LZ 9 "LZ 9 •LZ 9 "LZ 9•LZ 9 •LZ 1 1H198 1L91" Z'1 1 1H199 1L91" Z'1 l 1H198 IIL51" Z'l L 1H199 11L91•'Z•1 11H199 "1989 6 ue3 zwonw0 g0 ^g3 9'LZ IL6l'£7Z 9'LZ IL6v£ZI^ 9'LZ 1L61"£ZI^ 9 "LZ IL61'£Zlz 9•LZ IL6l'£ZIz 9"LZ IL6l'£ZI^ 9"LZ IL61'£Z1^ 9 "LZ IL61 'CZ z 9'LZ IL6l'£ZIZ 9 "LZ IL61'CZIZ 9'LZ 1L61'84Z 9LZ IL61'£4 z 9'LZ 1L6 1'£Zz 9 "LZ IL61'£Zz 9'LZ lL6 l'£ZIZ 9 "LZ lL6l'£7Z 9'LZ 1L61'£ZIZ 9•LZ 1£v0'611^ 91Z 1£v0'6 91Z 1£40'61.1^ 9 "LZ 1£170•61.1^ 9 "LZ I£v0•60^ 9•LZ 00 9 1svo'611^ 9 "LZ 00'61.1A 9"LZ 1£vo'6 9 "LZ 1£vo'6 l A 9 "LZ 00 9•LZ 07o'61.1A 9 "LZ 1£v0'61.1^ 9 "LZ 1£170'611^ 9"LZ l£v0'6ll^ 9•LZ 1£v0•6 9 •LZ 1£170•611A 9•LZ 1£vo"611 9'LZ 1£170'60 9•LZ 1£vo'611^ 9•LZ 1£vo'61I^ 9 0o'61I^ 91Z 00'61 A 9 "LZ 1£110'6 I. 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RISA 3D Version 8.0 3 UC Max .009 .009 .011 .011 .009 .009 011 .011 .004 .004 .005 .005 .009 .015 .015 .015 .010 .008 .008 008 .008 ,010 .008 .008 008 .008 .010 .008 008 .008 .008 .010 .010 .010 .010 .010 .010 .010 .010 .010 .010 .010 .010 .009 .009 .012 .012 .006 .006 .006 .006 .006 .006 .008 .008 .000 Barker Support v23.197 v123.197 z123.197 z123.197 v123.197 v123.197 z123.197 z123.197 v123.197 v123.197 Z123.197 z 23.197 v23.197 v23.197 it 23.197 z23.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z23.197 z123.197 z23.197 z123.197 z123.197 z 23.197 z 23.197 223.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z123.197 z 23.197 z123.197 v23.197 v23.197 z123.197 z123.197 z123.197 z 23.197 z123.197 z123.197 x23.197 v23.197 z123.197 z123.197 Checked By LocfftJShea...Locfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon O 1.000 0 O 1.000 0 9 1.001 0 9 .001 0 0 .000 0 O .000 0 9 001 0 9 .001 0 9 .001 0 0 .000 0 9 .001 0 9 .001 0 0 .000 0 9 .001 0 9 .001 0 9 .001 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 O .000 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 O .000 0 O .000 0 0 .000 0 O .000 0 0 .000 0 O .000 0 0 .000 0 O .000 0 0 .000 0 O .000 0 O .000 0 O .000 0 0 .000 0 0 .000 0 O .001 0 O .000 0 9 .001 0 9 .001 0 0 .000 0 0 .000 0 0 .000 0 0 .000 0 9 .001 0 0 .001 0 9 .001 0 9 .001 0 0 .000 0 z123.197 27.6 30.36130.3611.8.4212 .5721H 1 -2 27.6 130.36130.3612.31.6111.2741 H 1 2 27.6 130.36130_ 3612.2.4.23544351H 1 -2 27.6 130.36130.3612.31.36744071H1-2 27.6 130.36130.3611.8..1.2121.5721H1 27.6 130.36130.3612.31.6111.2741H1 2 27.6 130.36130.3612.2.4.23544351H1-2 27.6 130.36130.3612.31.36744071H1 2 27.6 130.36130.3611.5.4.2711.6631111-2 27.6 130.36130.3612.31.7351.3891 H 1 -2 27.6 130.36130.3612.1 4.2281.4521H1-2 27.6 130.36130.3612.31.4061.381H1-2 27.6 130.36130.3612.31.2511.3321H1 -2 27.6 130.36130.3612.31.27444081H1-2 27.6 130.36130.3612.31.2741.4081H1-2 27.6 130.36130.36 2.31.27444081H1-2 27.6 130, 36130.36 2.31.211.2541 H 1 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130.36130.3612.31.2511.3321 H 1 -2 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.2511.3321 H 1 -2 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130,36130.3612.31.2511.3321H1-2 27.6 130.36130.3612.31.2511.3321 H 1 -2 27.6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130.36130.3612.31.2511.3321 H 1 -2 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130.36130.3612.31.2511.3321H1-2 27.6 130,36130.3612.31.211.2541H1-2 27 6 130.36130.3612.31.211.2541H1 -2 27.6 130.36130.3612.31.211.2541H1-2 27 6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.211.2540-2 1 -2 27.6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.211.2540-2 H 1 -2 27.6 130.36130.3612.31.211.2541H1 27.6 130.36130.3612.31.211.2541H1-2 27.6 130.36130.3612.31.211.2541 H1 -2 27.6 130.36130.3611.2..1.2271 .8 1H1-2 27.6 130.36130.3612.31.951.2511 H 1 2 27.6 130.36130.3612.2.4.20944451H1 27.6 130.36130.3612.31.3911.4071 H 1 -2 27.6130.36130.3612.31.2511.3321H1-2 27.6 130.36 30.3612.31.2511.3321H1-2 27.6 130.36 30.36 2.31.2511.3321H1 -2 27.6 130.36 30.36 2.31.2511.3321H1 27.6 130.36130.3611.6.4.271.6711H1-2 27.6 130.36130.3612.31.7541.3881H1-2 27.6 130.36130.3612.1 .12291.4481 H 1 -2 27.6 130.36130.3612.31.4031.3521H1-2 27.6 130.36130.3611 751 .6 I .6 1 H 1 1 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 448 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 4466 2 4467 3 4468 4 4469 5 4470 6 4471 7 4472 8 4473 9 4474 10 4475 11 4476 12 4477 13 4478 14 4479 15 4480 16 4481 17 4482 18 4483 19 4484 20 4485 21 4486 22 4487 23 4488 24 4489 25 4490 26 4491 27 4492 28 4493 29 4494 30 4495 31 4496 32 4497 33 4498 34 4499 35 4500 36 4501 37 4502 38 4503 39 4504 40 4505 41 4506 42 4507 43 4508 44 4509 45 4510 46 4511 47 4512 48 4513 49 4514 50 4515 51 4516 52 4517 53 4518 54 4519 55 4520 56 4521 57 Shane UC Max .013 .077 .013 .013 .013 .061 .061 .061 .013 .027 .017 .040 .058 .042 .064 .081 .058 .042 .064 .081 .058 .042 .064 .081 .008 .026 .012 .035 .018 .118 .118 .118 .048 .016 .016 .016 .016 .048 .016 .016 .016 .016 .048 .016 .016 .016 .016 .048 .048 .048 .048 .048 .048 .048 .048 .048 LocfftlShea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean 9 .000 0 1z123.1971 27.6 130.36130.3611 4 1.5561.7341H1-2 9 .003 0 2123.197 27.6 130 .36130.3611.5..1.5571.6821H1 2 9 .000 0 2123.197 27.6 130.36130.3611 4 .1.5561.7341H1-2 9 .000 0 z 3.197 27.6 30.36130.3611 4.1.5561.7341H1 -2 9 .000 0 zi23.197 27.6 30.36130.3611 4.1.5561.734 H1 -2 9 .002 0 223.197 27.6 130.36130.3611 4 .1.5571.714 H1 -2 9 .002 0 z123.197 27.6 130.36130.3611 4.1.5571.7141 H 1 -2 9 .002 0 223.197 27.6 130.36130.3611 4.1.5571.7141 H 1 -2 9 .001 0 2123.197 27.6 130.36130.3612.31.5631.271H1 9 .003 0 z 3.197 27.6 30.36130.3611 4.1.571.7071 H1 2 9 .001 0 z 3.197 27.6 30.36130.3611.3..1.5531.7531 H 1 -2 9 .004 0 z123.197 27.6 130.36130.3611.3..1.5651.7611 H 1 -2 9 .002 0 z123.197 27.6 130.36130.3611.2.4.5581.8471H1-2 9 .001 0 z23.197 27.6 130.36130.3611 4.1.5311.7151H1 1 9 .003 0 z123.197 27.6 130.36130.3611.5..[.5561.6651H1-2 9 .005 0 z123.197 27.6 130.36130.361 4 .1.5611.7131H1 9 .002 0 2123.197 27.6 130.36130.36 1.2..1.5581.8471H 1 -2 9 .001 0 z23.197 27.6 130.36130.36 4.1.5311.7151H1 1 9 .003 0 2 23.197 27.6 130.36130.36 1.5..1.5561.6651H 1 -2 9 .005 0 z123.197 27.6 130.36130.3611 4 .1.5611.7131H1-2 9 .002 0 z 23.1971 27.6 130.36130.3611.2..1.5581.8471H1-2 9 .001 0 z[23.197 27.6 130.36130.3611 4 .1.5311.7151H1 1 9 .003 0 z123.197 27.6 130.36130.3611.5.4.5561.6651H1-2 9 .005 0 z123.1971 27.6 130.36130.3611 4.1.5611.7131H1-2 9 .001 0 v123.197127.6 130.36130.3612.31.5751.3991H1-2 9 .003 0 z 23197127.6 130.36130.3611.5..1.5681.6881H1-2 9 .001 0 9 .003 0 9 .001 0 9 .004 0 9 .004 0 9 .004 0 9 .002 0 9 .000 0 9 .000 0 9 .000 0 9 .000 0 9 .002 0 9 .000 0 9 .000 0 9 .000 0 9 .000 0 9 .002 0 9 .000 0 9 .000 0 9 .000 0 9 .000. 0 9 .002 0 9 .002 0 0 0 9 .002 9 .002 9 .002 9 I .002 9 .002 9 1.002 9 1.002 0 0 0 0 0 2123.197 z3197 2123.197 2123.197 2123.197 2123.197 2123.197 2123.197 2123.197 2123.197 2123197 2123.197 2123.197 2123.197 2123197 2123 197 2123.197 2123.197 2123.197 2123.197 2123.197 2123.197 z23.197 2123.197 223.197 2123.197 2123.197 2123.197 223.197 223 197 27.6 130.36130.3611.5..1.5521.6831H1-2 27.6 130.36130.3611.3.4.5661.7781H1-2 27.6 130.36130.3611 4.1.5561.7341 H 1 -2 27.6 130.36130.3611.6..1.5571.6571H1-2 27.6 130.36130.3611.6.4.5571.6571H1-2 27.6 130.36130.3611.6..1.5571.6571H1-2 27.6 130.36130.3611.291.5571.8051H1 -2 27.6 130.36130.3611 4.1.5561.7341H1-2 27.6 130.36130.3611 4 .1.5561.7341H1-2 27.6 130.36130.3611 4 .1.5561.7341H1-2 27.6 130.36130.3611 4.1.5561.7341H1-2 27.6 130.36130.3611.291.5571.8051H1-2 27.6 130.36130.3611 4 .1.5561.7341H1 2 27.6 130.36130.3611 4 .1.5561.7341H1-2 27.6 130.36130.3611 4.1.556.7341H1-2 27.6 130.36130.3611 4.1.556 7341 H 1 -2 27.6 130.36130.3611.291.5571.8051H1 27.6 30.36130.3611 4.1.5561.7341 H 1 2 27.6 30.36130.3611 41.5561.7341H 27.6 130.36130.3611 4.1.5561.7341 .L5561.7340-2 27.6 130.36 30.3611 4.1.5561.7341H1 27.6 130.36 30.3611.291.5571.8051H1 27.6 130.36130.3611.291.5571.8051H1-2 27.6 130.36130.3611.291.5571.8051H1-2 27.6 130.36130.3611.291.5571.8051H1-2 27.6 130.36130.3611.29.557 .8051H 1 -2 27.6 130.36130,3611.29 .557 .8051H 1 -2 27.6 130.36130.3611.291.5571.8051H1 27.6 130.36130.3611.291.5571.8051H1-2 27.6 130.36130.361 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 449 r t 1 1 1 1 1 1 1 1 1 1 1 Company Designer Job Number Member AISC ASD Steel Code Checks (By Item) (Continued) 14522 14523 14524 14525 14526 14527 4528 4529 4530 4531 4532 4533 4534 4535 4536 4537 4538 4539 4540 4541 4542 4543 14544 14545 4546 4547 4548 4549 4550 4551 4552 4553 4554 4555 4556 4557 4558 4559 4560 14561 14562 14563 4564 4565 4566 4567 4568 4569 4570 4571 4572 4573 4574 4575 4576 4577 Member Sharpe M65 Green Creek Wood Products JFB 60 HSS6X.. UC Max .048 .048 .048 .043 .042 .053 .086 .012 .012 .012 .012 .012 .038 .017 .050 .000 .010 .042 .010 .010 .010 .033 .033 .033 .010 .019 .010 .021 .034 .035 .033 .041 .034 .035 .033 .041 .034 .035 .033 .041 .006 .016 .006 .018 .013 .063 .063 .063 .027 .012 .012 .012 .012 .027 .012 .012 Barker Support LocfftlShea.. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 9 0 9 0 9 0 9 0 9 0 9 0 9 0 9 9 9 9 9 0 0 0 0 0 0 0 0 0 to I 0 I a .002 .002 .002 .001 .003 .003 .006 .000 .000 .000 .000 .001 .004 .001 .005 .000 .000 .001 .000 .000 .000 .000 .000 .000 .000 .001 .000 .001 .000 .000 000 .001 .000 .000 .000 .001 .000 .000 .000 .001 .000 .001 .000 .001 .000 .001 .001 .001 .000 .000 .000 .000 .000 .000 .000 .000 Locfftl... Fafksil O z123 0 223.197 0 z23.197 0 z23.197 0 2123.197 0 z23.197 0 z123.197 0 z123.197 0 z23.197 0 z23. 0 z23.197 197 0 v123.197 O z123.197 0 z23.197 0 2.197 0 z123 0 2.197 0 z 0 223.197 0 z23.197 O z23. 0 z23.197 197 0 z123.197 0 z123.197 O z123.197 O z23.197 0 2123. O z23 197 0 223.197 0 z23.197 O z123.197 O z23.197 0 z23.197 0 z23.197 O 223.197 0 z23.197 O z23.197 O z23.197 0 z23.197 0 z23.197 0 v23.197 0 z23.197 O v23.197 0 z23.197 O z23.197 0 71 0 2123.197 197 0 z23.197 0 z23.197 0 z23.197 0 z23.197 0 z23.197 0 z23. 0 z23.197 0 z23.1971 1 0 z23.1971 Checked By Ftfksil Fbvfk...Fbztk._ Cb CmvCmz Eon 27.6 130.36130.3611.291.5571.8051H1 27.6 130.36 30.3611.291.5571.8051 H 1 -2 27.6 130.36 30.3611.291.5571.8051H1-2 27.6 130.36130.3612.1 1.5591.4751 Hi 27.6 130.36130.3611.2.1.581.8121m -2 27.6 130.36130.3611.5.1.5551.671H1-2 27.6 130.36130.3611.3.1.5631.7991H1-2 27.6 130.36130.3611 4 .1.5561.7341H1 2 27.6 130.36130.3611 4.1.5561.7341H1 27.6 130.36130.3611 4 1.5561.7341H1-2 27.6 130.36130.3611 4 .1.5561.7341 H1 27.6 130.36130.3612.31.5731.391H1-2 27.6 130.36130.3611.5.1.5691.6911 Hi -2 27.6 130.36130.3611.5.1.5521.6881H1-2 27.6 130.36130.3611.3..1.5661.7761 H1-2 27.6 130.36130.3611 751 .6 I .6 1 H 1 1 27.6 130.36130.3611 .9.1.4441.5281 Hi 1 27.6 130.36130.3611.9.1.3231.5451H1 1 27.6 130.36130.3611.9..1.4441.5281 H 1 1 27.6 130.36130.3611.9 1.4445281 H 1 1 27.6 130.36130.3611.9.1.4441.5281H1 1 27.6 130.36130.3611.9 .1.2931.5411H 1 1 27.6 130.36130.3611.9.1.2931.5411H1 1 1 27.6 130.36130.3611.9 .1.2931.541I H 1 1 1 27.6 130.36130.3611.9.1.4331.5331M 1 1 1 27.6 130.36130.3611.9.1.581.5161H1-2 I 27.6 130.36130.3611.9 .1.4561.5351H 1 1 27.6 130.36130.3611 .9...4745381 H1 -2 27.6 130.36130.3611.9...2941.5351H1 1 27.6 130.36130.3611.9.1.7271.5331H1 1 1 27.6 130.36130.3611.9.1.2911.5301 1 1 27.6 130.36130.3611.8..1.4491.5481 Hi-2 27.6 130.36130.3611.9.1.2941.5351H1 1 1 27.6 130.36130.3611.9.1.7271.5331H1 1 1 27.6 130.36130.3611.9.1.2911.5331111 1 27.6 130.36130.3611 .8.1.4491.5481 H1-2 1 27.6 130.36130.3611.9.1.2941.5351H1 1 27.6 130.36130.3611.9 .1.7271.5331H 1 1 27.6 130.36130.3611.94.2911.5331H1-1 27.6 130.36130.3611.8.1.4491.5481 H1-2 27.6 130.36130.3611.9..1.4261.5341 H1-2 27.6 130.36130.3612.0..1.5561.5061 H1-2 27.6 130.36130.3611.931.4641.5351 H1-2 27.6 130.36130.36I1.9..1492I.5451 H1 -2 27.6 130.36130.3611.9..1.4441.5281H1 1 27.6 130.36130.3611.8.1.3471.5491111 1 27.6 130.36130.3611.8..1.3471.5491H1 27.6 130.36130.3611.8..1.3471.5491H1 27.6 130.36130.3611.9.1.2111.535111i 27.6 130.36130.3611.9-1.4441.5281H1 27.6 130.36130.3611.9..1.4441.5281 H1 27.6 130.36130.3611.9..1.4441.5281 Hi 27.6 130.36130.3611.9..1.4441.5281 H1 27.6 130.36130.361 1.2111.5351 H1 27.6 130.36130.3611.9..1.4441.5281H1 27.6 130.36130.3611.9.1.4441.5281 H 1 RISA -3D Version 8.0 3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 450 1 1 1 1 1 1 1 1 11 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 4578 42 4579 43 4580 44 4581 45 4582 46 4583 47 4584 48 4585 49 4586 50 4587 51 4588 52 4589 53 4590 54 4591 55 4592 56 4593 57 4594 58 4595 59 4596 60 4597 61 4598 62 4599 63 4600 64 4601 65 4602 66 4603 67 4604 68 4605 69 4606 70 4607 71 4608 72 4609 1 M66 4610 2 4611 3 4612 4 4613 5 4614 6 4615 7 4616 8 4617 9 4618 10 4619 11 4620 12 4621 13 4622 14 4623 15 4624 16 4625 17 4626 18 4627 19 4628 20 4629 21 4630 22 4631 23 4632124 4633125 Shape HSS6X. Barker Support Member AISC ASD Steel Code Checks (By Item) (Continued) UC Max LocfftjShea... .012 0 .000 .012 0 .000 .027 0 .000 .012 0 .000 .012 0 .000 .012 0 .000 .012 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 0 .000 .027 9 .000 036 9 .001 .027 0 .000 .044 9 .002 .009 0 .000 .009 0 .000 .009 0 .000 .009 0 .000 .009 9 .000 .024 9 .001 .009 0. .000 .026 9 .002 .000 0 .000 .007 0 .000 .065 9 .002 .007 0 .000 .007 0 .000 .007 0 .000 .049 9 .001 .049 9 .001 .049 9 .001 .008 9 .000 .038 9 .004 .007 0 .001 .037 1 9 .004 :049 1 9 .002 .038 I 9 .002 .049 .9 .001 .075 9 .005 .049 9 .002 .038 9 .002 .049 9 .001 .075 9 .005 .049 9 .002 .038 9 .002 .049 9 .001 .075 9 .005 Locfft`... Fat ksi Ftfk 0 1z123.197127. 0 z2 3.197 27. O z 3.197 27. O z 123.197 27. 0 z 123.197 27. 0 7171 197 27. 0 7173 197 27. O z 123.197 27. O z 123.197 27. 0 z 123.197 27. 0 z 123.197 27. 0 z23.197 27. 0 z 123.197 27. 0 710 197 27. 0 z 123.197 27. 0 7121 197 27. 0 zI23.197 27. 0 z23.197 27. 0 70 197 27. 0 z123.197 27. 0 z123.197 27. 0 7171 197 27. 0 z123.197 27. 0 z23.197 27. O zI23.197 27. 0 7121 197 27. 0 7 17;1 197 27. 0 v123.197 27. O z123.197 27. 0 v123.197 27. O z123.197 27. 0 710 197 27. O 7123.197 27. O z23.197 27. O 723.197 27. 0 z23.197 27_ 0 z23.197 27. 0 z23.197 27. 0 z23.197 27. O z23.197 27. 0 z23.197 .27. 0 z23.197 27. 0 v123.197 27. 0 z23.197 27. 0 z2 3.197 0 0 0 0 0 0 0 0 0 0 0 27. z 23.197 z23.197 z23.197 z23.197 223.197 z 23.197 z23.197 z123.197 Checked By sil Fbvfk...Fbzfk... Cb CmvCmz Ean 6 130.36130.3611.9.1.4441.5281H1 1 6 130.36130.3611.9 .1.4441.5281H1 1 6 130.36130.3611.9 .1.2111.5351 H 1 1 6 130.36130.3611.9.1.4441.5281H1 1 6 130.36130.3611.9.1.4441.5281H1 1 6 130.36130.3611.9..1.4441.5281 H 1 1 6 130.36130.3611.9.1.4441.5281H1 1 6 130.36130.3611.9.1.2111.5351H1 1 6 130.36130.3611.9..1.2111.535 H1 1 6 130.36130.3611.9..12111.535 H1 1 6 130.36130.3611.9.1.2111.5351H1 1 6 130.36130.3611.9 .1.2111.5351H1 1 6 130.36130.3611.9 .1.2111.5351 H 1 1 6130.36130.3611.9 .1.2111.535 Hi 1 6 130.36130.3611.9..1.2111.535 H1 1 6 130.36130.3611.9 .12111.5351 H 1 1 6 130.36130.3611.9..1.211 .5351 H 1 1 6 130.36130.3611.9..1.211 .5351 H 1 1 6 130.36130.3611.9..1.2111.5351 H 1 1 6 130.36130.3611.9 .1.2171.534 H1 2 6 130.36130.3611.9 .1.5941.522 H1-2 6130.36130.3611.9.1.2051.5341H11 6 130.36130.3611.8..14741.5471 H 1 -2 6 130.36130.3611.9 .1.4441.5281H1 1 6 130.36130.3611.9 .1.4441.5281 H 1 1 6 130.36130.3611.9 .1.4441.5281 H 1 1 6 130.36130.3611.9 .14441.5281 H 1 1 6 130.36130.3611.9 1.4271.5341H 1 -2 6 130.36130.3612.0.1.5581.5071H1 -2 6 130.36130.3611.9 .1.4631.5351H1 1 6 130.36130.3611.9.1.491.5441H1-2 6 130.36130.3611 751 .6 I .6 I H 1 1 6130.36130.3611.5.J.5621.67 I H 1 1 6 130.36130.3611.5.1.5561.6821H1-2 6 130.36130.3611.5..1.5621.671 N 1 1 6 130.36130.3611.5 1.5621.671 H 1 1 6 130.36130.3611.5.1.5621.671H1 1 6 130.36130.361 4 .1.5561.7171.5561.7171H1-2 H 1 -2 6 130.36130.361 4 .1.55617171 H 1 -2 6 130.36130.3611 4 .1 6 130.36130.3611.3.1.57517771H1-2 6 130.36130.3611.6.1.5671.6411H1-2 6 130.36130.3612.31.4911.2161 H 1 -2 6 130.36130.3611.5..1.5671.6991 H 1 -2 6 130.36130.3611.5...555.6631 27.6 130.36130.3611 4 ..599.7181 H 1 -1 27.6 130.36130.3611.2.1.5581.8421H1-2 27.6 130.36130.3611 41.5621.7151H1 27.6 130.36130.3611.5..1.5551.6631 H 1 -2 27.6 130.36130.3611 4.1.5991.7181 H 1 1 27.6 130.36130.3611.2..1.5581.8421H1-2 27.6 130.36130.3611 4.1.5621.7i 51 H 1 27.6 30 .36130.3611.5..1.5551.663IH1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 451 H1 =2 z123.197 27.6 30.36130.3611 4 .1.5991.7181 H 1 1 z 23.1971 27.6 130.36130.3611.2.. H 1 -2 z 23.1971 27.6 130.36130.3611 4 1.5621.7151H1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 4634 4635 4636 4637 4638 4639 4640 4641 4642 4643 4644 4645 4646 4647 14648 14649 14650 14651 4652 4653 4654 4655 4656 4657 4658 4659 4660 4661 4662 4663 4664 4665 4666 4667 4668 4669 4670 4671 4672 4673 4674 4675 4676 4677 4678 4679 4680 4681 4682 4683 4684 4685 4686 4687 4688 4689 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Shaoe M67 HSS6X.. t1C Max LodfftjShea...Lo ft 006 9 .000 0 036 9 .004 0 .005 9 .001 0 .036 9 .004 0 010 0 .000 0 .102 9 .003 0 .102 9 .003 0 102 9 .003 0 .034 9 .001 0 .008 0 .000 0 .008 0 .000 0 .008 0 .000 0 008 0 .000 0 .034 9 .001 0 .008 0 .000 0 .008 0 .000 0 .008 0 .000 0 .008 0 .000 0 034 9 .001 0 .008 0 .000 0 .008 0 .000 0 .008 0 .000 0 .008 0 .000 0 .034 9 .001 0 034 9 .001 0 .034 9 .001 0 .034 9 .001 0 .034 9 .001 0 .034 9 .001 0 .034 9 .001 0 .034 9 .001 0 .034 9 .001 0 .034 9 001 0 .034 9 .001 0 .034 9 .001 0 .035 9 .001 0 .057 9 .005 0 .031_ 9 .001 0 .083 9 .007 0 .006 0 .000 0 .006 0 .000 0 .006 0 .000 0 .006 0 .000 0 .008 9 .001 0 .051 9 .006 0 .007 0 .001 0 .051 9 .006 0 .000 0 .000 0 .006 0 .000 0 .011 9 .001 0 .006 0 .000 0 .006 0 .000 0 .006 0 .000 0 .010 0 .000 0 .010 0 .000 0 .010 0 .000 0 Fa ksi Ft ksi Fb k...Fbz k... Cb Cm Cmz Ean z 3.197 27.6 30.3630.361.5.. 5791.684I H 1- 1 z 23.1971 27.6 130.36130.3611.6-1.5671.6211H1-2 v23.1971 27.6 130.36130.3612.31.781.3511H1-2 Z23.197 27.6 130.36130.3611 4 4.5671.7181H1-2 z123.197 27.6 130.36130.3611.5..1.5621.671H1 1 z123.197 27.6 130.36130.3611.611.5571.6561 H 1 -2 z123.197 27.6 130.36130.3611.611.5571.6561 H 1 -2 z23.197 27.6 130 .36130.3611.611.5571.6561H1 -2 z 23.197 27.6 130.36130.3611.2..1.5561.821H1-2 z23.197 27 130.36130.3611.5..1.5621.671H1 1 z 23.197 27.6 130.36130.3611.5...5621.671 H1 1 z23.197 27 130.36130.3611.5...5621.671 H1 1 z 23.197 27.6 130.36 30.3611.5..1.5621.671H1 1 z 23.197 27.6 130.36 30.3611.2..1.5561.821H1-2 z123.197 27.6 130.36130.3611 .5..1.5621.67 I H 1 1 z 23.197 27.6 130.36130.3611.5..1.5621.671H1 1 z123.197 27.6 130.36130.36 1.5-1.5621.671H 1 1 z123.197 27.6 130.36130.361.5..1.5621.671H1 1 z23.197 27.6 130.36130.361.2..1.5561.821H1 -2 z123.197 27.6 130.36130.3611.5-1.5621.671H1 1 z123.197 27.6 130.36130.3611.5-1.5621.671H1 1 1 z123.197 27.6 130.36130.3611.5..1.5621.671H1 1 I z 23.197 27.6 130.36130.3611.5..1.5621.67 I H1 1 z123.197 27.6 130.36130.3611.2..1.556 .821H1-2 z 23.197 27.6 130.36130.3611.2..1.556 .821H 1 -2 I z23.197 27.6 130 .36130.3611.2..1.5561.821H1 -21 z 23.197 27.6 130.36130.3611.2..1.5561.821H1-2 z123.197 27.6 130.36130.',i611.2-1.5561.821H1-2 1 z123.197 27.6 130.36130.3611.2..1.5561.821H1-2 z23.197 27.6 130 .36130.3611.2..1.5561.821H1 -2 z 0.197 27.6 130.36130.3611.2..1.5561.82 I H1-2 z123.197 27.6 130.36130.3611.2..1.5561.821H1-2 z123.197 27.6 130.36130.3611.2.4.5561.821H1 z 123.197 27.6 130.36130.3611.2..1.5561.821H1 2 z123.197 27.6 130.36130.3611.2..1.5561.821H1-2 z123.197 27.6 130.36130.3611.5..1.5511.6691H1-2 z123.197 27.6 130.36130.3611.2..1.5711.831H1-2 223.197 27. 6130 .36130.3611.881.561.5521H1 -2 z23.197 27.6 130.36130.3611.2..1.5651.8111H1-2 z123.197 27.6 130.36130.3611.5..1.5621.671 H1 1 z 23.197 27.6 130.36130.3611.5..1.5621.671H1 1 z123.197 27.6 130.36130.3611.5-1.5621 1 z123.197 27.6 130.36130.3611.5..1.5621.671H1 1 z 23.197 27.6 130.36130.3611.5..1.5791.6921H1-2 z 23.197 27.6 130.36 30.3611.691.5671.6231H1-2 v123.197 27.6 130.36 30.3612.31.8751.3411m 1 1 z 23.197 27.6 130.36130.3611 4 .1.5671.7161 H 1 -2 z123.197 27.6 130.36130.3611 751 .6 I .6 I H 1 1 z123.197 27.6 130.36130.3612.31.3021.3351H1-2 z123.197 27.6 130.36130.3612.312831.3571 H 1 -2 z123.197 27.6 130.36130.3612.31.3021.3351H1-2 7123197 27.6 130.36130.3612.31.3021.3351H1-2 z 23.197 27.6 130.36130.3612.31.3021.3351H 1 2 z123.197 27.6 130.36130.3612.31.2511.3191H1-2 z123.197 27.6 130.36130.3612.31.2511.3191H1-2 z123.197 27.6 130.36130.3612.31.2511.3191H1-2 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 452 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 4690 4691 4692 4693 4694 4695 4696 4697 4698 4699 4700 4701 4702 4703 4704 4705 4706 4707 4708 4709 4710 4711 4712 4713 4714 4715 4716 4717 4718 4719 4720 4721 4722 4723 4724 4725 4726 4727 4728 4729 4730 4731 4732 4733 4734 4735 4736 4737 4738 4739 4740 4741 4742 14743 14744 14745 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Shaoe UC Max .006 .007 .006 .010 .011 .009 .010 .014 .011 .009 .010 .014 .011 .009 .010 .014 .004 .007 .004 .008 .009 .016 .016 .016 .010 .007 .007 .007 .007 .010 .007 .007 .007 .007 .010 .007 .007 .007 .007 .010 .010 .010 .010 .010 .010 .010 .010 .010 ..010 .010 .010 .011 .012 .010 .017 .006 LocfftlShea...Locfft1... Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Ean O .000 0 I v 123.197127.6 130.36130.3612.31.321.3521 H 1 -2 9 .000 0 z123.197 27.6 130.36130.3612.31.654 .3771H 1 -2 O .001 0 z123.197 27.6 130.36130.3611 1 .1.287 .921H1-2 9 .001 0 z 23.197 27.6 130.36130.3612.31.4261.2091H1-2 9 .001 0 v123.197 27.6 130.36 30.3612.31.2491.4021 H 1 -2 9 .000 0 v123.197 27.6 (30.36 30.3612.31.8171.2511H1-2 0 .000 0 z23.197 27.6 130.36130.3612.31.2531.351H1 -2 9 .001 0 z123.197 27.6 130.36130.3612.31.4211.3991111-2 9 .001 0 v123.197 27.6 130.36130.36 2.31.2491.4021H1 9 .000 0 v123.197 27.6 130.36130.36 2.31.8171.2511111 2 0 .000 0 z23.197 27.6 130.36130.3612.31.2531.351H1 -2 9 .001 0 z23.197 27.6 130 .36130.3612.3(.421(.399)H1 -2I 9 .001 0 v123.197 27.6 130.36130.3612.31.2491.4021H1-2 9 .000 0 v23197 27.6 130.36130.3612.31.8171.2511111 -2 0 .000 0 z23.197 27.6 130.36130.3612.31.2531.351H1-2 9 .001 0 z123.197 27.6 130.36130.3612.31.4211.39011-2 1 -2 9 .000 0 v123.197 27.6130.36130.3612.31.3341.4071H1 9 .001 0 z23.197 27.6 130 .36130.3612.31.5881.3931111 -21 0 .000 0 z23.197 27.6 130.36130.3611.3 .).2781.7731H1 -2 9 .001 0 z 23.197 27.6 130.36130.3612.2..1.4561.421 H 1 -2 0 .000 0 z23.197 27.6 130 .36130.3612.31.3021.3351H1 -21 9 .001 0 z23.197 27. 6130 .36130.3612.31.3171.3931H1 -21 9 .001 0 z123.197 27.6130.36130.3612.31.3171.3901-2 9 .001 0 z123.197 27.6 130.36130.3612.31.3171.3901-2 1 -2 O .000 0 z123.197 27.6 130.36130.3612.31.2091.2371 H 1 -2 0 .000 0 z23.197 27.6 130.36130.3612.31.3021.3351H1 -2 0 .000 0 z123.197 27.6130.36130.3612.31.3043351M 0 .000 0 z23.197 27.6 130.36130.3612.31.3021.335IH1 -2 O .000 0 z23.197 27.6 130 .36130.3612.311.3021.3351111 -2 0 .000 0 z123.197 27.6 130.36130.3612.31.2091.2371H1-2 O .000 0 z123.197 27.6 130.36130.3612.31.3021.3351H1 -2 0 .000 0 z 23.197 27.6130.36130.3612.31.3021.3351H1 O .000 0 z23.197 27.6 130.36130.3612.31.3021.3351H1 -2 0 .000 0 z23.197 27.6 130.36130.3612.31.3021.3351H1 -2 O .000 0 z123.197 27.6 130.36130.3612.31.2091.2371H1-2 0 .000 0 z 3.197 27.6 130 .36130.3612.31.3021.3351111 -2 O .000 0 zR3.197 27.6 130.36130.3612.31.3021.3351H1 -2 0 .000 0 z23.197 27.6 130.36130.3612.31.3021.3351H1 -2 0 .000 0 z123.197 27.6130.36130.3612.31.3021.3351H1 0 .000 0 z123.197 27.6 130.36130.3612.31.2091.2371H1 O .000 0 z23.197 27.6 130.36130.3612.31.2091.237 H1 0 .000 0 z23.197 27.6 130.36130.3612.31.2091.237 H1 -2 O .000 0 z123.197 27.6 130.36130.3612.31.2091.2371H1-2 0 .000 0 z23.197 27.6 130.36130.3612.31.209.2371H1 -2 0 .000 0 z23.197 27.6130.36130.3612.31.209 .237IH1 0 .000 0 z23.197 27.6 130.36130.3612.31.2091.2371H1 -2 0 .000 0 123.197 27.6 130.36130.3612.31.2091.237 H1 -2 O .000 0 z23.197 27.6 130.36130.3612.31.2091.237 H1 -2 0 .000 0 z23.197 27.6 130.36130.3612.31.2091.2371H1 -2 0 .000 0 z23.197 27. 6130 .36130.3612.31.2091.2371H1 -2 0 .000 0 z23.197 27. 6130.36130.3612.31.2091.2371 H1 -2 9 .001 0 I v23197 27.6 130.36130.3612.31.2211.4061111 -2 9 .001 0 1 z123.197 27.6 130.36130.3612.31.6361.2691 H1 -2 0 .001 0 1 z123.197 27.6 130.36130.3611.3..1 .2 1.7921 111 2 9 .001 0 1 z 23.197127.6 130.36130.3612.31.4421.4081 H 1 -2 0 .000 0 1 z123.197127.6 130.36130:3612.31.3021.3351H1-2 RISA Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 453 1 t 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 14746 4747 4748 4749 4750 4751 4752 4753 4754 4755 4756 4757 4758 4759 4760 4761 4762 4763 4764 4765 4766 4767 4768 4769 4770 4771 4772 4773 4774 4775 4776 4777 4778 4779 4780 4781 4782 4783 4784 4785 4786 4787 4788 4789 4790 4791 4792 4793 4794 4795 4796 4797 4798 4799 4800 4801 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Shane M68 W14X30 UC Max LocfftjShea...Loca)... FafksilFtfksiLFbvfk...Fbzfk... Cb CmvCmz Ean .006 0 .000 0 z123.197127 6 30.36 30.3612.31.302!.3351H1 -2 .006 0 .000 0 z23.197 27.6 30.36 30.3612.31.3021.3351H1-2 .006 0 .000 0 z3.197 27.6 30.36 30.3612.31.3021.3351H1-2 006 9 .001 0 v 27.6 30.3630.3612.31.3331.403H1 -2 .010 9 .001 0 z123.197 27.6 30.3630.3612.31.5921.391 111 -2 .005 0 .001 0 z 123. 197 27.6 30.36 30.3611.34.2791.7911H1-2 .012 9 .001 0 z123.197 276 30.3630.3612.31.4531.3861H1 -2 .000 0 .000 0 z119.631 21.6 27 23.761 1 I.6I.6I1111 .004 4.25 .004 4.25 v119.631 21.6 27 23.7611.6..1.2251.851H1-2 .019 4.25 .022 4.25 v119.631 21 27 23.7611.6..1.8031.851H1 -2 .004 4.25 .004 4.25 v119.631 21.6 27 23.7611.6..1.2251.851H1 -2 .004 4.25 .004 4.25v119.631 21.6 27 23,7611.64.2251.851H1-2 .004 4.25 .004 4.25 v119.631 21.6 27 23.7611.6..1.2251.851111 -2 .015 4.25 .017 4.25 v119.631 21.6 27 23.7611.6..1.8451.851H1 -2 .015 4.25 .017 4.25 v119.631 21.6 27 23.7611.6..1.8451.851H1 -21 .015 4.25 .017 4.25 vI19.631 21.6 27 23.7611.6..1.8451.861H1-21 .033 0 .005 4.25 vI19.631 21.6 27 23.7611.971.6021.851111 -2 .060 0 .004 2.125 z119.631 21.6 27 23.7611.6..1.5461.851H1 -2 .032 0 .004 4.25 vI19.631 21.6 27 23.7611.3..1.6171.851H2-1 .059 0 .005 3.852 vI19.631 21.6 27 23.7611.6..!.5511.851H2 1 .024 0 .018 4.25 v119.631 21.6 27 23.7611 7.1.5861.851 H 1 .046 0 .017 3.852v119.631 21.6 27 23.7611.64.5371.851H1-2 .027 0 .017 4.25 vI19.631 21.6 27 23.7611.6..1.6281.85IH2 -1 .045 0 .018 4.25 v119.631 21.6 27 23.7611.645591.851H2 .024 0 .018 4.25 vl19.631 21.6 27 23.7611 7.1.5861.851H1 -2 .046 0 .017 3.852 v119.631 21.6 27 23.761 1.6..1.5371.851 H 1 -2 .027 0 .017 4.25 vI19.631 21.6 27 23.7611.6..1.6281.851H2 -1 .045 0 .018 4.25 vI19.631 21.6 27 23.7611.6..1.5591.851112 1 .024 0 .018 4.25 v119.631 21.6 27 23.7611 7.1.5861.851H1 -2 .046 0 .017 3.852 v119.631 21.6 27 23.7611.6...5371.851H1 -2 .027 0 .017 4.25 v119.631 21 6 27 23.7611.6...6281.851H2 -1 .045 0 .018 4.25 vI19.631 21.6 27 23.761.6..1.5591.85 112 -1 .033 0 .003 4.25 v119.631 21.6 27 23.762.1 .1.6051.85 H1 -2 .060 0 .004 2.125 z119.631 21.6 27 23.7611.6..1.5471.851H1 -2 .032 0 .002 4.25 v119.631 21.6 27 23.7611 1 .1.6141.851112 1 .059 0 .004 2 2119.631 21.6 1 27 23.7611 7 .1.551.851112 1 .005 4.25 .006 4.25 v119.631 21.6 27 23.7611.6..1.2251.851111 -2 .028 4.25 .033 4.25 v119.631 21.6 27 23.7611.6..1.7751.851H1 -2 .028 4.25 .033 4.25 v119.631 21.6 27 23.7611.6..1.7751.851111 -2 .028 4.25 .033 4.25 09.631 21.6 27 23.7611.6775.851H1 -2 .012 4.75 .014 4.25 v119.631 21.6 27 23.7611.6...969.851H1 -2 .004 4.25 .005 4.25 v119.631 21.6 27 23.7611.6..1.2251.851H1 -2 .004 4.25 .005 4.25 vI19.631 21.6 27 23.7611.6..1.2251.851H1-2 .004 4.25 .005 4.25 vI19.631 21.6 27 23.7611.6..1.2251.851111 -2 .004 4.25 .005 4.25 v119.631 21.6 27 23.7611.6..1.2251.851H1 -2 .012 4.25 .014 4.25 v119.631 21.6 27 23.7611.64.969 .851H 1 -2 .004 4.25 .005 4.25 v119.631 21 :6 27 23.7611.6.1225 .851H 1 -2 .004 4.25 .00514.251v119.631 21.6 27 23.7611.6..1.2251.851H1 -2 .004 4.25 .00514.251v119.631 21.6 27 123.7611.6..1.2251.851H1 -2 .004 4.75 .00514.251x119.631 21.6 27 23.7611.6..1.2251851H1 -2 .012 4.25 .014 14.2.5 v119.631 21.6 27 123.7611.6..1.9691.851H1 -2 .004 4.25 .005 14.25 v119.631 21.6 27 23.7611.6..1.2251.851111 -2 .004 4.25 .005 14.25109.631 21.6 27 237611.6..1.2251.851H1-2 .004 4.25 .005 14.2541 21.6 27 23.76116..1.225.851111 -2 .004 4.25 .00514.251x119.631 21.6 27 123.7611.6...225.851H1 -2 .012 4.251 .01414.251x119.631 21.6 27 23.7611.6..1.9691.851H1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 454 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 4802 50 4803 51 4804 52 4805 53 4806 54 4807 55 4808 56 4809 57 4810 58 4811 59 4812 60 4813 61 4814 62 4815 63 4816 64 4817 65 4818 66 4819 67 4820 68 4821 69 4822 70 4823 71 4824 72 4825 1 M69 4826 2 4827 3 4828 4 4829 5 4830, 6 4831 7 4832 8 4833 9 4834 10 4835 11 14836 12 14837 13 4838 14 4839 15 4840 16 4841 17 4842 18 4843 19 4844 20 4845 21 4846 22 4847 23 4848124 4849125 4850126 4851127 4852128 4853129 4854 30 4855 31 4856132 4857133 Shane W14X30 UC Max Locift1Shea...Locfftl... Faiksil Ftiksil Fbvik. .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v119.631 21.6 27 .012 4.25 .01414.251v1 21.6 27 .012 4.25 .014 14.251 v 119.631 21.6 27 .012 4.25 .014 4.251v119.631 21.6 27 .012 4.25 .014 4.251v119.631 21.6 27 .046 0 .015 4.251v119.631 21.6 27 .086 0 .014 3.8521v119.631 21.6 27 .047 0 .013 4.251v119.631 21.6 27 .085 0 .014 3.8521v119.631 21.6 27 .003 4.25 .004 4.251v1 21.6 27 .003 4.25 .004 4.251v119.631 21.6 27 .003 4.25 .004 4.251v119.631 21.6 27 .003 4.25 .004 4.251v119.631 21.6 27 .046 0 .005 4.251 09.631 119.631 21.6 27 .085 0 .006 2.1251z119.631 21.6 27 .046 0 .003 4.251y1 21.6 27 .084 0 .006 2.1251z 19.631 21.6 27 .000 0 .000 0 1z 16.581 21.6 27 .009 8.5 .007 8.5 Iv 16.581 21.6 27 .050 8.5 .032 8.5106.581 21.6 27 .009 8.5 .007 8.5 106.581 116.581 21.6 27 .009 8.5 .007 8.5106.581 21.6 27 .009 8.5 .007 8.5106.581 21.6 27 .040 8.5 .025 8.5 1 v 116.581 21.6 27 .040 8.5 .025 8.5 1v116.581 21.6- 27 .040 8.5 .025 8.5106.581 21.6 27 .019 8.5 .007 8.5 1v116.581 21.6 27 .051 8.5 .006 8.5106.581 21.6 27 .017 8.5 .006 8.5 106.581 116.581 21.6 27 .052 8.5 .007 8.5 1 v 116.58i 21.6 27 .047 8.5 .025 8.5106.581 21.6 27 .066 8.5 .025 8.5 106.581 116.581 21.6 27 .041 8.5 .025 8.5106.581 21.6 27 .072 8.5 .025 8.5106.581 21.6 27 .047 8.5 .025 8.51v116.581 21.6 27 .066 8.5 .025 8.5 1v11 6 5 8 1 21.6 27 .041 8.5 .025 8.5106.581 21.6 27 .072 8.5 .025 8.5 1 v 116.581 21.6 27 .047 8.5 .025 8.51v116.581 21.6 27 .066 8.5 .025 8.5 1 v 116.581 21.6 27 .041 8.5 .025 8.5106.581 21.6 27 .072 8.5 .025 8.5106.581 21.6 27 .015 8.5 .004 8.5 1v116.581 21.6 27 .048 8.5 .004 8.5 1v116.581 21.6 27 .014 8.5 .004 8.5106.581 21.6 27 .049 8.5 .004 8.51v116.581 21.6 27 .013 8.5 .009 8.5106.581 21.6 27 .076 8.5 .048 8.5106.581 21.6 27 .076 8.5 .048 8.5 21.61 27 .076 8.51.048 8.5 1v11 21.6 127 Fbzik... 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Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 455 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 4858 4859 4860 4861 4862 4863 4864 4865 4866 4867 4868 4869 4870 4871 4872 4873 4874 4875 4876 4877 4878 4879 4880 4881 4882 4883 4884 4885 4886 4887 4888 4889 4890 4891 4892 4893 4894 4895 4896 4897 4898 4899 4900 4901 4902 4903 4904 4905 4906 4907 4908 4909 4910 4911 4912 4913 LC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Member Shaoe M70 W14X30 UC Max 031 011 011 .011 011 031 .011 011 011 011 031 .011 .011 .011 011 031 031 031 031 .031 031 .031 031 031 031 031 031 .045 088 .040 .093 008 008 008 .008 022 .068 .020 .070 .000 .008 .046 008 .008 .008 036 .036 .036 :024 .064 .024 .063 .047 .077 .049 .077 Locfft`Shea...Locfft l... 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Fafksil Ftfksil Fbvfk...Fbzfk.. 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Fafksil Ftfksil Fbvfk...Fbzfk... 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ZL 1.L OL 69 89 L9 99 99 V9 £9 Z9 L9 09 6g 89 01 99091 9509 V909 £505 Z9091 L9091 0909 61709 817091 LV091 917091 9P09 VVOS £P091 ZVOg1 LP091 OVOSI 6£091 8£09 LE09 9£091 9£09 VE09 ££09 Z£09 1.809 0£09 6Z09 8Z09 LZ09 9209 laais asv osiv aagwew A11) poddnS Ja>ue8 09901. .agwnN qor 8df Jeu6is9a s;onpwd poo/A Naa.ia uaa.10 i(uedwoa i 1 1 1 1 1 i 1 1 1 1 1 I 1 i 1 i i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 5082 5083 5084 5085 5086 5087 5088 5089 5090 5091 5092 5093 5094 5095 5096 5097 5098 5099 5100 5101 5102 5103 5104 5105 5106 5107 5108 5109 5110 5111 5112 5113 5114 5115 5116 5117 5118 5119 5120 5121 5122 5123 5124 5125 5126 5127 5128 5129 5130 5131 5132 5133 5134 5135 5136 5137 LC Member Shape 421 431 441 451 461 471 481 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M73 W14X30 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 UC Max Locfft1Shea...Locfftl... 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C \Calcs_Struc\ Bark erFrame\BarkerFrameOpt5Mat.r3d1 Page 460 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 5138 26 5139 27 5140 28, 5141 29 5142 30 5143 31 5144 32 5145 33 5146 34 5147 35 5148 36 5149 37 5150 38 5151 39 5152 40 5153 41 5154 42 5155 43 5156 44 5157 45 5158 46 5159 47 5160 48 5161 49 5162 50 5163 51 5164 52 5165 53 5166 54 5167 55 5168 56 5169 57 5170 58 5171 59 5172 60 5173 61 5174 62 5175 63 5176 64 5177 65 5178 66 5179 67 5180 68 5181 69 5182 70 5183 71 5184 72 5185 1 M74 5186 '2 5187 3 5188 4 5189 5 5190 6 5191 7 5192 8 5193 9 Shape HSS6X.. UC Max Locfftf Shea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... 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0 .003 9.953109.043 27.6 27.6 27.6 I1.2..1.776I.85IH1 -1 .013 5.495 .002 9.9531v119.043 27.6 27.6 27.6 I 1 1.71 I.851H2 1 .010 9.953 _003 9.9531/119.043 27.6 27.6 27.61 .F.6631.851H1-2 .022 0 .002 9.9531x119.043 27.6 27.6 27.6 11.2..1.7261.851H1 1 .009 9.953 .003 9.953109.043 27.6 27.6 27.611 0..1.7721,851H1 -2 .010 9.953 .001 9.953Iy119.043 27.6 27.6 27.611.2..1.243I.85IH1 -2 .031 9.953 .001 9.9531v119.043 27.6 27.6 27.6 I1 4 .1.3881.851H 1 1 .031 9.953 .001 9.9531 09.043 119.043 27.6 27.6 27.6 11 4 .1.3881.851 H 1 1 .031 9.953 .001 9.9531v119.043 27.6 27.6 27.6 I1 4.1.3881.851H1 1 .015 9.953 .001 9.953109.043 27.6 27.6 27.6 11.3..1.3151.851H1 1 .009 9.953 .001 9.953109.043 27.6 27.6 27.611.2..1.2431.851H1 .009 9.953 .001 9.953Ivl19.043 27.6 27.6 27.6 11.2..1.2431.851H1 2 .009 9.953 .001 9.9531■119.043 27.6 27.6 27.6 I1.2..1.2431,851H1 -2 .009 9.953 .001 9.953109.043 27.6 27.6 27.611.2..1.2431.851H1-2 .015 9.953 .0Q1 9.953109.043 27.6 27.6 27.611.3..1.3151.851H1 1 .009 9.953 001 9.9531x119.043 27.6 27.6 27.611.2..1.2431.851H1 -2 .009 9.953 .001 9.953109.043 27.6 27.6 27.6 11.2..1.2431.851H1 2 .009 9.953 .001 9.9531v119.043 27.6 27.6 27.611.2.4.2431.851H1 2 .009 9.953 .001 9.953Iv119.043 27.6 27.6 27.6 11.2..1.243I,85IH1 -2 .015 9.953 .001 9.9531"119.043 27.6 27.6 27.6 I1.3..1.3151.851H1 1 .009 9.953 .001 9.953109.043 27.6 27.6 27.611.2..1.2431.851H .009 9.953 .001 9.953109.043 27.6 27.6 27.6 11.2..1.2431.851H1 -2 .009 9 .001 9.9531 v 119.043 27.6 27.6 27.611.2..1.2431.851M .009 9.953 .001 9.9531v119.043 27.6 27.6 27.6 I1.2..1.2431.851H1 21 .015 9.953 .001 9.9531 v 119.043 27.6 27.6 27.6 11.3..1.3151.851111 1 .015 9.953 .001 9.953M19.043 27.6 27.6 27:6 11.3..1.3151.851H1 1 .015 9.953 .001 9.953Iv119.043 27.6 27.6 27.6 I1 3..1.3151.851H1 11 .015 9 9 53 .001 9.953109.043 27.6 27.6 27.6 I1.3..1.315I.85IH1 11 .015 9.953 .001 9.953Ivl19.043 27.6 27.6 27.6 11.3..1.3151.851H1 1 .015 9.953 .001 9.9531v119.043 27.6 27.6 27.611.34.3151.851111 1 .015 9.953 .001 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Cb CmvCmz Eon .026 0 .001 0 I v119.043� 27.6 27.6 27.6 11.3..1.213I.85IH1 1 .020 0 .003 0 v 119.043127.6 27.6 27.611 4.1.5871.85 I H 1 .009 0 .001 0 v(19.043( 27.6 27.6 27.611.2..1.4591.851H1-2 .019 9.953 .003 0 v119.043 27.6 27.6 27.6 I1.2..1.9721.85IH1 1 .026 0 .001 0 v119.043 27.6 27.6 27.611.3..1.2131.851H1 1 .020 0 .003 0 vI19.043 27,6 27.6 27.611 4.1.5871.851 H 1 .009 0 .001 0 vI19.043 27.6 27.6 27.611.2..1.4591.851H1-2 .019 9.953 .003 0 v119.043 27.6 27.6 27.6 I1.2..1.9721.851H1 1 .016 9.953 .001 0 v119.043 27.6 27.6 27.611.3..1.6961.851H11 .010 0 .004 0 v119.043 27.6 27.6 27.6114 .1.671.851H1-2 .009 4.562 .001 0 vI19.043 27.6 27.6 27.61 1 1.7511.851H2 -1 .010 0 .004 0 v119.043 27.6 27.6 27.611.0..1.7341.851H1-2 .009 9.953 .001 0 v119.043 27.6 27.6 27.6 I1.2....4831.851H1 1 .030 0 .001 0 vI19.043 27.6 27.6 27.611.3....4031.851H11 .030 0 _001 0 v119.043 27.6 27.6 27.611.3..1.4031.85IH1 1 .030 0 .001 0 v119.043 27.6 27.6 27.6 I1.3..1.4031.851H1 1 .014 0 001 0 vI19.043 27.6 27.6 27.6 (1.2..L2711.851H1 1 .008 9.953 .001 0 v 119.043 27 27.6 27.6 1.2..1.4831.851H11 .008 9.953 001 0 v119.043 27.6 27.6 27.6 1.2..1.4831.851H11 .008 9.953 .001 0 ■119.043 27.6 27.6 27.6 I1.2..1.4831,85IH1 1 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 I1.2..1.4831.85IH1 1 .014 0 .001 0 09.043 27.6 27.6 27.611.2..1.2711.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.611.2-1.4831.851H1 1 .008 9.953 .001 0 V119.043 27.6 27.6 27.6112..1.4831.851H11 .008 9.953 .001 0 ,119.043 27.6 27.6 27.611.2..1.4831.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 11.2..1.483I.851H1 1 .014 0 .001 0 v119.043 27.6 27.6 27.611.2..1.2711.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 (1.2..1.4831.85(H1 1 .008 9.953 .001 0 v119.043 27.6 27.6 27.611.2..1.4831.851H11 .008 9.953 .001 0 v119.043 27.6 27.6 27.6 1.2..1.4831.851H11 .008 9.953 .001 0 vI19.043 27.6 27.6 27.6 1.2...4831.851H11 .014 0 .001 0 v119.043 27.6 27.6 27.6 11.2...2711.851H1 1 .014 0 .001 0 v119.043 27.6 27.6 27.611.2..1.2711.851H11 .014 0 .001 0 v119.043 27.6 27.6 27.611.2..1.2711.851H1 1 .014 0 .001 0 v(19.043 27.6 27.6 27.6 11.2..1.2711.$51H1 1 :014 0 .001 0 v119.043 27.6 27.6 27.6 11.2..1.271(.85IH1 1 .014 0 .001 0 v119.043 27.6 27.6 27.611.2.12711.851H11 .014 0 .001 0 v119.043 27.6 27.6 27.6 I1.2...271(.85(H1 1 .014 0 .001 0 v119.043 27.6 27.6 27.611.2-1.2711.851H11 .014 0 .001 0 v119.043 27.6 27.6 27.6 11.2.• 4. 1 .014 0 .001 0 v119.043 27.6 27.6 27.611.2..1.2711.851H1 1 .014 0 .001 0 v119.043 27.6 27.6 27.6 I1.2..1.2711.851H1 1 .014 0 .001 0 vI19.043 27.6 27.6 27.611.2.4.2711.851H11 .032 0 .002 0 v119.043 27.6 27.6 27.611.3..1.4161.851H1 1 .022 0 .006 0 v119.043 27.6 27.6 27.611 4.1.6341.851 H 1 .011 0 .002 0 v119.043 27.6 27.6 27.6 11 1 ..5291.851H2-1 .021 0 .006 0 vI19.043 27.6 27.6 27.6.11 1 ..7981.85 I H 1 1 .006 9.953 .001 0 v119.043 27.6 27.6 27.611.2..1.483I.R5IH1 1 .006 9.953 .001 0 v119.043 27.6 27.6 27.611.2..1.4831.851H1 I .006 9.953 .001 0 v119.043 27.6 27.6 27.611.2..1.4831.851H11 .006 9.953 .001 0 v119.043 27.6 27.6 27.611.2..1.4831.851H11 .023 9.953 .002 0 vI19.043 27.6 27.6 27.6 11.3..1.692I.85I H1 1 .014 0 .006 0 v119.043 27.6 27.6 27.6114 I.6691.851 H 1 .012 4.5621 .002 0 v119.043 27.6 27.6 27.61 1 1.7331.851H2 .015 0 1.005 0 v119.043 27.6 27.6 27.6 11.0.1.7351.85 I H 1-2 .000 0 I .000 0 zI20.285 21.6 27- 23.761 1 I .6 1.6 IH1 1 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 466 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member Shaoe 5474 2 1 5475 3 5476 4 I 5477 5 5478 6 5479 7 5480 8 5481 9 5482 10 5483 11 5484 12 5485 13 5486 5487 15 5488 16 5489 17 5490 18 5491 19 5492 20 549321 5494 22 5495 23 5496 24 5497 25 5498 26 5499 27 5500 28 5501 29 5502 30 5503 31 5504 32 5505 33 5506 34 5507 35 5508 36 5509 37 5510 38 5511 39 5512 40 5513 41 5514 42 5515 43 5516 44 5517 45 5518 46 5519 47 5520 48 5521 49 5522 50 5523 51 5524 52 5525 53 5526 54 5527 55 5528 56 5529 57 UC Max LocfftlShea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eon .002 4 .003 14 1v120.2851 21.6 27 23.7611.6..1.231 .851H 1 -2 .030 4 .027 4 v120.285 21.6 27 23.76117 .1.5891.851H1-2 .002 4 .003 4 40.285 21.6 27 23.7611.6..1.2311.85IH1 -2 .002 4 .003 4 40.285 21.6 27 23.7611.6..1.2311.851111 -2 .002 4 .003 4 40.285 21.6 27 23.7611.6..1.2311.851H1 2 .023 4 .021 4 40.285 21.6 27 23.76117 .1.5051.851H1-2 .023 4 .021 4 420.285 21.6 27 23.7611 7.1.5051.851H1 .023 4 .021 4 40.285 21.6 27 23.7611 7.(.5051.851H1 -2 .018 0 .003 4 40.285 21.6 27 23.761 1 1.518.851H1 -2 .013 0 .003 4 v20.285 21.6 27 23.7611.24633 .851 H2 1 .017 0 .004 4 v120.2851 27 23.7611.6..1.5331.851H2 .014 0 .004 4 v 0.285 21.6 27 23.7612.081.6141.851H1-2 .025 4 .021 4 v 0.285 21.6 27 23.7611 7 4.5251.851H1 .024 4 .021 4 v120.285 21.6 27 23.7611 .(.6271.851H211 .028 4 .021 4 40.285 21.6 27 23.7617 .1.5261.851H2 -1 1 .023 4 .021 4 40.285 21.6 27 23.7617 .1619 _s51H1 -21 .025 4 .021 4 v120.285 21.6 27 23.7611 7.(.525.851H1 -2 .024 4 .021 4 40.285 21.6 27 23.7611 7 1.6271.851H2 1 .028 4 .021 4 v 0.285 21.6 27 23.76117 .1.5261.851112 1 .023 4 .021 4 v 0.285 21.6 27 23.7611 7 .1.6 1 91.851 111 2 .025 4 .021 4 v 0.285 21.6 27 23.76117 4.5251.851H1-2 .024 4 .021 4 40.285 21.6 27 23.7611 7.1.6271.851112 1 .028 4 .021 4 v120.285 21.6 27 23.7611 7 1.5261.851H2 1 .023 4 .021 4 40.285 21.6 27 23.7611 7.(.6191.851H1 -2 .018 0 .003 2 z120.285 21.6 27 23.761 1 .5211.851H1 -2 .013 0 .002 4 v120.285 21.6 27 23.7611.01 .6291.851112 1 .017 0 .002 2 z 120.285 21.6 27 23.7611 671.531.851 H2 1 .014 I 0 .002 4 40.285 21.6 27 23.76 2.31.6171.851H1 2 .002 I 4 .005 4 v20.285 21.6 27 23.761 6.1.2311.851H1-2 .048 I 4 .042 4 40.285 21.6 27 23.7611 7.4.6871.851H1-2 .048 14 .042 4 v 120.285 21.6 27 23.7611 7 .1.6871.851H1-2 .048 14 .042 4 40.285 21.6 27 23.7611 7 1.6871.851 .016 4 .016 4 40.285 21.6 27 23.7611 7.1.3731.851H1 2 .002 4 .004 4 40.285 21.6 27 23.7611 6.1.2311.851H1-2 .002 4 .004 4 v120.285 21.6 27 23.7611.642311.851H1 .002 4 .004 4 v120.285 21.6 27 23.7611.6..1.2311.85 H1-2 .002 4 .004 4 40.285 21.6 27 23.7611.6..1.2311.85 H1 -2 .016 4 .016 4 40.285 21.6 27 23.7611 7.(.3731.851H1 -2 .002 4 .004 4 40.285 21.6 27 23.7611.6..(.2311.851H1-2 .002 4 .004 4 40.285 21.6 27 23.7611.6.4.2311.851H1-2 .002 4 .004 4 40.285 21.6 27 23.7611.6..12311.851111 2 .002 4 .004 4 40.285 21.6 27 23.76116.1_2311.851111 .016 4 .016 4 40.285 21.6 27 23.7611 7 1.3731.851H1-21 .002 4 .004 4 40.285 21.6 27 23.7611.6..1.2311.851H1 -21 .002 4 .004 4 40.285 21.6 27 23.7611..6.1.2311.851H1 .002 4 .004 4 40.285 21.6 27 23.7611.6.1.2311.851111 2 .002 4 .004 4 v 120.285 21.6 27 23.7611. .016 4 .016 4 40.285 21.6 27 23.76117 .13731.851111-2 .016 4 .016 4 40.285 21.6 27 23.7611 7.1.373(.851H1 .016 4 .016 4 40.285 21.6 27 23.7611 71.3731.851111 -2 .016 4 .016 4 v20.285 21.6 27 23.7611 71.3731.851H1-2 .016 4 .016 4 40.285 21.6 27 23.7611 71.3731.851H -2 .016 4 .016 4 v120.285 21.6 27 23.7611 7 .1.3731.851111 -2 1 .016 4 .016 4 v120.285 21.6 27 23.761 .F.3731.851H1-2 .016 4 .016 4 v20.285 21.6 27 23.7611 71.3731.851H1 .016 4 .016 4 40.285 21.6 27 23.7611 7.1.3731.851111 2 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 467 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 5530 5531 5532 5533 5534 5535 5536 5537 5538 5539 5540 5541 5542 5543 5544 5545 5546 5547 5548 5549 5550 5551 5552 5553 5554 5555 5556 5557 5558 5559 5560 5561 5562 5563 5564 5565 5566 5567 5568 5569 5570 5571 5572 5573 5574 5575 5576 5577 5578 5579 5580 5581 5582 5583 5584 5585 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Shaoe M79 W14X53 UC Max .016 4 _016 4 v120.285 21.6 016 4 016 4 I v 120.285 21.6 .016 4 .016 4 v120.285 21.6 .024 4 _016 4 v120.285 21.6 .019 0 .015 4 v120.285 21.6 026 4 .016 4 v120.285 21.6 .019 0 .016 4 vI20.285 21.6 .001 4 .003 4 v120.285 21.6 .001 4 .003 4 v120.285 21.6 .001 4 .003 4 vI20.285 21.6 .001 4 _003 4 vI20.285 21.6 .025 0 .004 2 z120.285 21.6 .019 0 .003 4 vI20.285 21.6 .024 0 .003 2 z 0.285 21.6 019 0 .003 4 v 0.285 21.6 .000 0 .000 0 z116.049 21.6 .006 11.8 .005 11.8 v116.049 21.6 .159 11.8 .181 11.8 06.049 21.6 .006 11.8 .005 11.8 v116.049 21.6 .006 11.8 .005 11.8 vI16.049 21.6 .006 11.8 .005 11.8 06.049 21.6 .121 11.8 .137 11.8 vI16.049 21.6 .121 11.8 .137 111.8 v116.049 21.6 .121 11.8 .137 111.8 v116.049 21.6 .011 11.8 .005 111.8 vI16.049 21.61 .028 11.8 .005111 8 v116.049 21.61 _011 11.8 .005111.8 v116.049 21.61 .030 11.8 .005 111.8 vI16.049 21.6 I .123 11.8 137 111.8 vI16.049 21.61 .136 11.8 .137 111.8 v116.049 21.6 .123 11.8 .137 11.8 vI16.049 21.6 .138 11.8 .137 11.8 v116.049 21.6 .123 11.8 .137 111.8 vI16:049 21.6 .136 11.8 .137 111.8v116.049 21.6 .123 11.8 .137 1 11.8 v116.049 21 -6 .138 11.8 .137 111.8 vI16.049 21.6 .123 11.8 .137 111.8 vI16.049 21.6 .136 11.8 .137 111.8 vI16.049 21.6 .123 11.8 .137 111.8 vI16.049 21.6 .138 11.8 .137 111.8 v116.049 21.6 .008 11.8 .003 111.8 vI16.049 21.6 .026 11.8 .003 111.8 vI16.049 21.6 .008 11.8 .003 111.8 v116.049 21.6 .028 11.8 .003 11.8 ,116.049 21.6 .008 11.8 .007 11.8 vI16.049 21.6 .253 5.285 .268 111.8 v116.049 21.6 .253 5.285 .288 111.8 v116.049 21.6 .253 5.285 .288 111.8 v116.049 21.6 .084 11.8 .094 111.8 vI16.049 21.6 .007 11.8 .006 111.8 v116.049 21.6 .007 11.8 .006 111.8 vI16.049 21.6 .007 11.8 .006 111.8 v116.049 21.6 .007 11.8 .006 111.8 v116.049 21.6 .084 11.8 .094 111.8 v116.049 21.6 .007 11.8 .006 111.8 vI16.049 21.6 .007 11.8 .006 111.8 vI16.049 21.6 Locfft1Shea...Locrft Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cmy�Cmz Ean 27 123.7617 J.373 .85 I H1 -2 27 123.7617 4.3731.85I H 1 27 123.761 7 4.3731.861H1 27 123.7617 4.5221.851H 1 27 23.76 7 .1.6281.85 I H2 -1 27 23.761751.5291.851H21 27 123.761 7 .G.6181.85I H1 -2 27 123.761.6-1.2311.851H1-2 27 23.761.6..1.2311.851 H 1 -2 27 23.761.6..1.2311.851H1 -2 27 23.761.6..1.2311.85IH1 -2I 27 23.76 1 1.5211.85 1111 -21 27 23.761.0...6291.851H21 27 23.76 1.6. .1.531.851 H2 1 27 23,76 2.31.6171.851H1-2 I 27 21.6 1 1.6 1.6 1H111 27 21.6 1721.4021.851H1-21 27 21.6 1 1.3921.85 I H 1 -2 27 21.6 1 72I.402I.85IH1 -2 1 27 121.6 1 72 4021.851H1-2 27 121.6 1 72.402 .861H1-2 27 21.6 1 1.379.861H1-2 27 21.6 1 1.3791.851 H1 -2 27 21.6 1 1.3791.85 I H1 -2 27 21.6 1.6...354 .85 I H 1 -2 27 21.6 1.5...319 ,851H1 -2 27 21.6 17 .3571.8511 27 21.6 1.8. .3151.85 I H2 -1 27 21.6 1 .4111851H1-2 27 21.6 1 .3131.85 I H 1 -2 27 21.6 1 .31.1.851 H1 -2. 27 21.6 1 .321.85 I H2 1 27 21.6 1 .4111.851H1 -2 27 21.6 1 .3131.85 I H 1 -2 27 21.6 1 .311.851H1 -2 27 21.6 1 .321.85 I H2 1 27 21.6 1 1 4111.85I H1-2 27 21.6 1 3131.851H1-2 27 21.6 1 1 .311.851 H1 -2 27 21.6 1 .321.851H2 -1 27 21.6 11.6...3551,851H1-2 27 21.6 149.3181.851H1 -2 27 21.6 11.8...3561.851 H2 -1 27 21.6 1.8. .851H2 1 27 21.611 72 :402 .861H1-2 27 21.6 1 1.4031.85 I H 1 -2 27 21.61 1 1.4031.851111-2 27 21,6 1 1.4031.851 H 1 -2 27 21.6 11 4 .1.3391.851H1-2 27 21.6 1 721.4021.85 I H 1 -2 27 21.6 I1 721.4021.85 I H 1 -2 27 21.6 1721.4021.851111-2 77 21.611721.4021.851141-2 27 21.6 1 4 1 3 3 9 1 8 5 1 H 1 2 27 21.6 11 721.4021.851H1-2 27 21.6 1 721.4021.851111 -2 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 468 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC 5586 42 5587 43 5588 44 5589 45 5590 46 5591 47 5592 48 5593 49 5594 50 5595 51 5596 52 5597 53 5598 54 5599 55 5600156 5601157 5602 58 5603 59 5604 60 5605 61 5606 62 5607 63 5608 64 5609 65 5610 66 5611 67 5612 68 5613 69 5614 70 5615 71 5616 72 5617 1 5618 2 5619 3 5620 4 5621. 5 5622 6 5623 7 5624 8 5625 5626 5627 5628 5629 5630 5631 5632 5633 5634 5635 5636 9 10 11 12 13 14 15 16 17 18 19 20 5637 21 5638 22 5639123 5640124 5641125 Member Shape M80 W14X53 UC Max .007 .007 084 .007 .007 .007 .007 .084 .084 .084 .084 .084 .084 .084 .084 .084 .084 .084 .084 .089 .115 .090 .117 .005 .005 .005 .005 .012 .038 .012 .040 .000 .005 .124 :005 .005 .005 .094 .094 .094 .022 .033 .021 .031 .104 .113 .104 .114 .104 .113 104 .114 .104 .113 .104 .114 LocfftlShea...Locfft Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon 11.8 .006 111.81 v 116.049121.6 27 21.611721.4021.851H1-21 11.8 .006 111.81 v 116.049 21.6 27 21.61 721.4021.851111 11.8 .094 111.81 v 116.049 21.6 27 21.61 4.1.3391.851H1 11.8 .006111.81v116.049 21.6 27 21.611 721.4021.851H1 11.8 .006111.81v1 21.6 27 21.611 721.4021.851111 11.8 .006 1 11.81 v 116.049 21.6 27 21.61 721.4021.851111 -2 11.8 .006111.81v116.049 21.6 27 21.611 721.4021.851H1 11.8 .094 111.81v116.049 21.6 27 21.611 4.1.3391.85 H1 11.8 .094111.81v1 21.6 27 21.61 4.1.3391.85 H1 1 11.8 .094 111.81 v 116.049 11.8 .094 1 11.81 v 116.049 11.8 .094 111.81 v 116.049 11.8 .094 111.81 v 116.049 11.8 .094 111.81 v 116.049 11.8 .094 111.81 v 116.049 11.8 .094 1 11.81 v 116.049 11.8 .094 1 11.81 v 116.049 11.8 .094 1 11.81 v 116.049 11.8 .094 111.81 v 116.049 11.8 .094 11.81 06.049 116.049 11.8 .094 11.81 06.049 116.049 11.8 .094 11.81 06.049 116.049 11.8 .094 11.81 06.049 116.049 11.8 .005 11.81 06.049 116.049 11.8 .005 1 1.81 11.81v116.049 11.8 .005 11.81v116.049 11.8 .005 11.81v116.049 11.8 .005 11.81 v 116.049 11.8 .004 11.81v116.049 11.8 .005 11.81 06.049 116.049 11.8 .005 11.81v116.049 0 .000 0 1z119.628 O .005 0 Iv 19.628 0 .053 0 Iv 19.628 O .005 0 v119.628 O .005 0 v119.628 0 .005 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 O .005 0 v119.628 O .005 0 v119.628 0 .005 0 v119.628 0 .005 0 v119.628 O .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 O .041 0 v119.628 0 .041 0 v119.628 O .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 0 .041 0 v119.628 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21 -6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 27 21.6 11 4 .1.3391.851H1-2 27 21.61 4 .1.3391.851H1-2 27 21.61 4 .1.339.851H1-2 27 21.61 4 .1.339 .851H1 27 21.6 14 .1.3391.851H1-2 27 21.6 1 4 .1.3391.851H1-2 27 21.61 4 .1.3391.851H1-2 27 21.611 4 .1.3391.851H1 -2 27 21.611 4 ..3391.851H1-2 27 21.61 4 ..3391.851H1-21 27 21.61 1 4 .1.37 3 1.851H 1 27 21.6 I 1 1.3161.85011 27 21.6 11 4 .1.3391.851112 1 27 21.6 11 4.1.3171.851112 1 1 27 21.611 721.4021.851 111 27 21.611 721.4021.851H1-2 27 21.611 7214021.851H1-2 27 21.611 721.4021.851H1 27 21.611.6..1.3551.851H1 -2 27 21.611.5..1.3181.851M-2 27 21.6 11.8...3561.851H2 1 27 21.611.8...3151.851H2 1 27 23.761 1 1.6 I.6 'Hi 1 27 23.7611.5..1.8451.851H1 -2 27 23.761 1 27 23.7611.5..1.8451.851H1-2 27 23.7611.5..1.8451.851H1 -2 27 23.7611.6..1.8461.851111-2 27 23.7611.61.5521.85 1H2 1 27 23.7611.6..1.5521.851H2 -1 27 23.7611.6..1.5521.85 1H2-1 27 23.7611.6..1.6581.851111 -2 27 23.7611.6..1.6351.851111 -2 27 23.76I1.5..1.6551.85IH2 -1 27 23.7611.5..1.6321.851H2 1 27 23.7611.6..1.6681.851H1 -2 27 23.7611.6..1.6381.851111 2 27 23.7611.6..1.6471.851H2 1 27 23.761164.6291.851H2-1 27 23.7611.6..1.6681.851111 -2 27 23.78 1.6..1.6381.85I H 1 -2 27 23.76 1.6..1.6471.85 H2 -1 27 23.7611.6..1.6291.85 H2 -1 27 23.7611.6..1.6681.851H1-2 27 23.7611.6..1.6381.851111 -2 27 23.7611.6.1.6471.851H2 1 27 23.761 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 469 1 1 1 1 r 1 i 1 1 1 1 1 1 i 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 5642 5643 5644 5645 5646 5647 5648 5649 5650 5651 5652 5653 5654 5655 5656 5657 5658 5659 5660 5661 5662 5663 5664 5665 5666 5667 5668 5669 5670 5671 5672 5673 5674 5675 5676 5677 5678 5679 5680 5681 5682 5683 5684 5685 5686 5687 5688 5689 5690 5691 5692 5693 5694 5695, 5696 5697 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Shaoe M81 1 W14X53 UC Max .019 _031 .019 .029 .007 .197 .197 .197 .065 .006 .006 .006 .006 .065 .006 .006 .006 .006 .065 .006 .006 .006 .006 .065 .065 .065 .065 .065 .065 .065 .065 _065 .065 .065 .065 .088 .104 .087 .102 .005 .005 .005 .005 .028 .044 .028 .042 .000 .016 .090 .016 .016 .016 .072 .072 .072 Locfft1Shea...Locfft`... 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Cb CmyCmz Eon O .003 0 v119.628 21.6 27 23.7611.6..1..658 .851H1 -2 0 .003 0 v119.628 21.6 27 23.7611.6..1.6341.851H1 -2 0 .003 0 vI19.628 21.6 27 23.7611.5.16551.851H2 1 0 .003 0 ,119.628 21.6 27 23.761 4.1.6331.851H2 -1 0 .007 0 v119.628 21.6 27 23.76 1.5..1.8451.851H1 0 .083 0 vI19.628 21.6 27 23.7611.6.15671.851H2 1 0 .083 0 v119.628 21.6 27 23.7611.6..1.5671.851H21 0 .083 0 vI19.628 21.6 27 23.7611.6..1.5671.851H2 1 O .030 0 vI19.628 21.6 27 23.7611.6..1.52 11.851 H2 1 0 .006 0 v119.628 21.6 27 23.76I1.5..1.845I.85IH1 -2 O .006 0 v119.628 21.6 27 23.7611.5..1.8451.851H1 -2 0 .006 0 v119.628 21.6 27 23.7611.5..1.8451.851H1 -2 0 .006 0 v119.628 21.6 27 23.7611.5..1.8451.851H1 2 0 .030 0 v 119.628 21.6 27 23.7611.6..1.52 I.85 I H2 1 0 .006 0 vI19.628 21.6 27 23.7611.5.18451.851H1-2 0 .006 0 x119.628 21.6 27 23.7611.5..1.8451.85IH1 -2 0 .006 0 v119.628 21.6 27 23.7611.5..1.845I.851H1 -2 0 .006 0 vI19.628 21.6 27 23.7611.5..1.845I.851H1 2 0 .030 0 vI19.628 21.6 27 23.7611.6..1.521.851H2 -1 .006 0 vI19.628 21.6 27 23.7611.5.18451.851H1-2 0 .006 0 vI19.628 21.6 27 23 -2 0 .006 0 v119.628 21.6 27 23.7611.5..1.8451.851H1-2 0 .006 0 v119.628 21.6 27 23.7611.5..1.8451.851H1 -21 0 .030 0 v119.628 21.6 27 23 7611.6..1_521.851H2 1 I 0 .030 0 v119.628 21.6 27 23.7611.6..1.52 .85IH2 -11 0 .030 0 v119.628 21.6 27 23.7611.6..1.52 .851H2 1 O .030 0 vI19.628 21.6 27 23.7611.6..1 52 1 .851 H2 1 0 .030 0 v119.628 21.6 27 23.7611.6..1.521.851H2 1 O .030 0 v119.628 21.6 27 23.7611.6..1.521.85 I H2 1 0 .030 0 v119.628 21.6 27 123.76 1.6..1.521.85 I H2 1 0 .030 0 v119.628 21.6 27 23.76 1 .6-1.521.851H2-1 0 .030 0 vI19.628 21.6 27 23.7611.6..1.521.851 H2 1 O .030 0 11/119.628 21.6 27 23.7611.6..4.52 1.851 H2 -1 0 .030 0 v119.628 21.6 27 23.7611.6..1.521.851H2 -1 O .030 0 ,119.628 21.6 27 23.7611.6..1.521.851H2 -1 0 .030 0 v119.628 21.6 27 23.7611.6..1.6611.85IH1 -2 O .031 0 vI19.628 21.6 27 23.7611.6.16361.851H1 -2 O .030 0 v119.628 21.6 27 23.7611.6.16521.851H2 1 0 .030 0 v119.628 21.6 27 23.7611.6..1.6321.851H2 -1 0 .004 0 v119.628 21.6 27 23.7611.5..1.8451.851H1 -2 O 0 4 0 X119.628 21.6 27 23.7611.5..0451.851111-2 0 .004 0 vI19.628 21.6 27 23.7611.5.18451.851H1-2 0 .004 0 v119.628 21.6 27 23.7611.5..1.8451.851H1 -2 0 .005 0 v119.628 21.6 27 23.76I1.6..1.6581.851H1 -2 O .005 0 v119.628 21.6 27 23.7611.6..1.6341.85IH1 -2 0 .004 0 vI19.628 21.6 27 23.7611.5-1.6551.851H2 1 0 .004 0 vI19.628 21.6 27 23/611 4.1.6331.851 H2 1 .000 0 1117 735 21.6 27 21.61 1 .6 .6 IH1 1 .011 0 v 17 7351 21.6 27 21.6 1 1 .44 .851H1 -2 5.214 .055 0 v11 7 7351 21.6 27 21.6 I 1 .3441.851H1 -2 5.119 .011 0 v117 735121.6 27 21.6 1 1 .441.851H1 -2 5.1191 .011 0 v I17 735121.6 27 21.6 1 1 .441.851H 5.119 .011 0 v117 7351 21.6 27 21.6 1 .441.851H1 -2 5.2141 0 v11 7 7351 21.6 27 21.6 1 .3621.851H1 -2 5.2141 .044 0 v117735121.6 27 21.61 1 .3621.851E11-21 5.2141 .0441 0 v11 7 7351 21.6 27 21.6 1 1 .3621.851H1 -21 0 5.119 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 470 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1.L4 abed 1Z I. 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'POLY 51. IEOL5 4lIZOLS El. 11.0L9 Z1. 100L9 1.1.16699 01- 18699 eoeys Jagwe j 01 (Panupuow (wail ial s sago apoo laws asv osiv JagwaW A8 PeN poddnS Jave9 09901. iegwnN qor 13dr Jau66lsaa s ;onpoJd pow )laaJa ueaio Auedwoa Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 5754 5755 5756 5757 5758 5759 5760 5761 5762 5763 5764 5765 5766 5767 5768 5769 5770 5771 5772 5773 5774 5775 5776 5777 5778 5779 5780 5781 5782 5783 5784 5785 5786 5787 5788 5789 5790 5791 5792 5793 5794 5795 5796 5797 5798 5799 5800 5801 5802 5803 5804 5805 5806 5807 5808 5809 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member Shaoe M82 W14X53 IJC Max .015 015 .015 .031 .026 .029 .020 000 .093 .165 .093 .093 .093 .147 .147 .147 .106 .134 .120 .089 .156 172 165 .132 .156 .172 .165 .132 .156 172 .165 .132 .069 .099 .083 .053 .131 .226 .226 .226 .148 .112 112 .112 .112 .148 .112 .112 .112 .112 .148 .112 .112 .112 112 .148 LocfftjShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmgCmz Eon 5.1191 .010 0 1v117735121.6 127 121.6 1 .441.851H1-2 5.1191 .010 0 1■117 735 21.6 1 27 21.6 1 .441.851111 -2 5.119 .010 0 1v117 735 21.6 127 21.6 1 .441.851H1 -2 9.1 .010 0 1v117 735 21.6 27 21.6 1 .2021.851H2 -1 9.1 .011 0 1v117 735 21.6 27 21.6 1 .2551.851H1 -2 9.1 .009 0 107 735 21.6 27 21.6 1 .2061.851111 -2 7.204 .008 9.1 1v117 735 21.6 27 21.6 1 .2491.851112 1 0 .000 0 Iz121.248 21.6 27 23.76 1 .6 1.6 IH1 1 0 .048 .65 1z121.248 21.6 27 23.76 2.3 .3741.851H1 -2 0 .090 .6641 v 121.248 21.6 27 23.76 2.0..1.3591.851 H 1 -2 0 .048 .65 1z121.248 21.6 27 23.76 2.31.3741.851111 -2 0 .048 .65 1z21.248 21.6 27 23.76 2.31.3741.851H1 -2 0 .048 .65 Iz121.248 21.6 27 23.76 2.31.3741.851H1 -2 0 .074 .6641v121.248 21.6 27 23.762.0..1.3281.851H1 -2 O .074 .6641v121.248 21 6 27 23.762.0..1.3281.851H1 -2 O .074 .6641 v 121.248 21.6 27 23.76 2.0..1.3281.851H1-2 0 .049 .65 Iz21.248 21.6 27 23.76 2.31.2091.851H2 -1 1.3 .066 .65 I z 21.248 21.6 27 23.761.9 .1.4671.851H 1 -2 0 .059 .65 !z 21.248 21.6 27 23.76 2.31.2061.851111 -2 1.3 1 .038 .65 1z121.248 21.6 27 23.76 2.31.4381.851H2 1 0 .074 .6771v121.248 21.6 27 23.762.0..1.2121.85!H1 -2 0 .076 .65 Iz21.248 21.6 27 23.761.9..1.4711.851H1 -2 0 .074 .6641v121.248 21.6 27 23.762.111.221.851H1 -2 0 .073 .6771 v 121.248 21.6 27 23.76 2.2..1.4381.851H2 1 0 .074 .6771v21.248 21.6 27 23.762.0..1.2121.851H1 -2 0 .076 .65 z121.248 21.6 27 23.76 1.9..1.4711.851H 1 -2 0 .074 .664 v 121.248 21.6 27 23.76 2.111.221.851H1-2 0 .073 .6771 v 121.248 21.6 27 23.76 2.2..1.4381.851H2 1 O .074 .6771 v 121.248 21.6 27 23.7612.0..1.2121.851111 -2 0 .076 .65 1z121.248 21.6 27 23.7611.9..1.4711.851H1 -2 0 .074 .6641v21.248 21.6 27 23.7612.111221.851H1 -2 0 .073 .6771v21.248 21.6 27 23.7612.2..1.4381.851H2 -1 0 .030 .65 1z121.248 21.6 27 23.7612.31.2071.851H2 1 1.3 .047 .65 1z21.248 21.6 27 23.7611 7.1.4611.851H1 -2 1.3 .040 .65 1z121.248 21.6 27 23.7612.31.2021.851H1 -2 1.3 .019 .65 1z121.248 2..1.6 27 23.7612.0.4.4441.851H2 1 O .067 .65 1z121.248 21.6 27 23.7612.31.3741.851H1 -2 0 .135 .6641v121.248 21.6 27 23.7612.041.3861.851H1 -2 0 .135 .6641v121.248 21.6 27 23.7612.041.3861.851H1 -2 0 .135 .6641v121.248 21.6 27 23.7612.041.3861.851H1 -2 O .068 .65 Iz21.248 21.6 27 23.7612.1 ..2521.851H1 -2 0 .057 .65 Iz 21.248 21.6 27 23.7612.3.3741.851H1 -2 O .057 .65 1z121.248 21.6 27 23.7612.31.3741.851H1 -2 0 .057 .65 Iz121.248 21.6 27 23.7612.31.3741.851111 -2 O .057 .65 1z121.248 21.6 27 23.7612.31.3741.851H1-2 0 .068 .65 1z121.248 21.6 27 23.7612.1 .1.2521.851H1 -2 0 .057 .65 1z121.248 21.6 27 23.7612.31.3741.851H1 -2 0 .057 .65 12121.248 21.6 27 23.7612.31.3741.851H1 -2 O .057 .65 1z121.248 21.6 27 23.7612.31.3741.851H1 -2 0 .057 .65 1221.248 21.6 27 23.7612.31.3741.851H1 -2 0 .068 .65 1z21.248 21.6 27 23.7612.1 .1.2521.851H1 -2 0 .057 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -2 0 .057 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -2 0 .057 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -2 0 .057 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -21 0 .068 .65 1z21.248 21.6 27 3 7612.1 .1.2521.851H1 -21 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 472 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 5810 5811 5812 5813 5814 5815 5816 5817 5818 5819 5820 5821 5822 5823 5824 5825 5826 5827 5828 5829 5830 5831 5832 5833 5834 5835 5836 5837 5838 5839 5840 5841 5842 5843 5844 5845 5846 5847 5848 5849 5850 18 585119 5852120 5853121 5854 22 5855 23 5856 5857 5858 5859 5860 5861 15862 15863 5864 5865 LC Member 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66, 67 68 69 70 71 72 1 M83 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 24 25 26 27 28 29 30 31 32 33 Shane W14X53 UC Max .148 .148 .148 .148 .148 .148 .148 .148 .148 .148 .148 .165 .198 .185 .129 .084 .084 .084 .084 .102 .145 .123 .079 .000 .101 .117 .101 .101 .101 .113 .113 .113 .126 .112 .162 .162 .132 .102 .160 .150 .132 .102 .160 .150 .132 .102 .160 .150 .086 .076 .123 .129 .141 .147 .147 .147 LocfftlShea...Locfft Fafksi Ftfksi Fbvfk...Fbzfk... Cb Cm Cmz Ean 0 1.068 .65 1z121.2481 216 1I 27 23.7612.1 .1.252.851H1-2 0 1 .068 .65 1 z 121.248 21.61 27 23.7612.1 4.2621.851H1-2 0 .068 .65 IIz21.248 21.6 27 23.7612.1 .1.2521.851H1 -2 0 I .068 .65 1z121.248 21.6 27 23.7612.1 .1.2521.851111 -2 0 I .068 .65 Iz21.248 21.6 27 23.7612.1 .1.2521.851111 -2 0 .068 .65 1z21.248 21.6 27 23.7612.1 .I.2521.851H1 -2 0 .068 .65 I z 21.248 21.6 27 23.7612.1 .1.2521.85 I H 1 -2 0 I .068 .65 1z121.248 21.6 27 23.7612.1 .1.2521.851H1 -2 0 I .068 .65 1z121.248 21.6 27 23.7612.1 .1.2521.851H1 -2 0 .068 .65 1z21.248 21.6 27 23.762.1 .1.2521.851H1 -2 0 I .068 .65 1z21.248 21.6 27 23.762.1 .1.2521.851H1 -2 0 .070 .65 Iz121.248 21.6 27 23.7612.1 •I.2011.851H2 1 0 .093 .65 Iz 1.248 21.6 27 23.7611.9..1.4641.851H1 -2 0 .083 .65 1z21.248 21.6 27 23.7612.2.4.2051.851H1 -2 1.3 .061 .6771v21.248 21.6 27 23.7612.31.4421.851H2 -1 0 .043 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -2 0 .043 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -2 0 .043 .65 1z21.248 21.6 27 23.7612.31.3 0 .043 .65 1z21.248 21.6 27 23.7612.31.3741.851H1 -2 0 .045 .65 1z21.248 21.6 27 23.7612.31. 1.3 .069 :65 1z21.248 21.6 27 23.7611 7 4.4611.851111 1.3 .059 .65 1z21.248 21.6 27 23.7612.31.2031.85 H1 -2 1.3 .028 .65 Iz21.248 21.6 27 23.7612.0.1.4431.85 H2 1 0 .000 0 1z21.239 21.6 27 23.761 1 I .6 I .6 1H1 1 1.33 .047 .6651z21.239 21.6 27 23.7611 4.1.3371.851H1 -2 1.33 .047 .693Iv21.239 21.6 27 23.7611.5..1.5891.851H21 1.33 .047 .665Iz21.239 21.6 27 23.7611 44.3371_851H1 -2 1.33 .047 .6651z21.239 21.6 27 23.7611 4.1.3371.851H1-2 1.33 .047 .6651221.239 21.6 27 23.7611 44.3371.8511H1 -2 1.33 .046 .665Iz21•239 21.6 27 23.7611.5..1.5691.851H2 1 1.33 .046 .6651 z 21.239 21.6 27 23.7611.5..1.5691.851 H2 1 1.33 .046 .665Iz21.239 21.6 27 23.7611.5..1.5691.851H21 1.33 .051 .665Iz21.239 21.6 27 23.7611 4..2861.85IH2 1 0 .036 .6651z21•239 21.6 27 23.7611.0- L761.851H1 -21 1.33 .068 .665Iz21•239 21.6 27 23.7611.5..I.2841.851H1 -2 0 .067 .6651z21.239 21.6 27 23.7611.8..1.7361.851H2 1 1.33, .049 .6651z21.239 21.6 27 23.7611.542261.85IH2 1 1.33 .036 .665Iz21.239 21.6 27 23.7611.381.7811.851111 -2 1.33 .060 .6651z21.239 21.6 27 23.7611.5...3451.851H1-2 1.33 .061 .6651z0.239 21.6 27 23.7611.6...7231.85 H2 1 1.33 .049 .6651 z 21.239 21.6 27 23.7611.542261.85 H2 1 1.33 .036 .6651z2 21.6 27 23.7611.381.7811.851H1 -2 1.33 .060 .665Iz21.239 21.6 27 23.7611.54.3451.851H1 -2 1.33 .061 .665Iz21.239 21.6 27 23.7611.6..1.7231.8511121 1.33 .049 .665Iz21.239 21.6 27 23.7611.5..4.2261.851H21 1.33 .036 1.665Iz21.239 21.6 27 23.7611.381.7811.851H1-2 1.33 .060 1.6651 z 21.239 21.6 27 23.7611.5..4.3451.851H1-2 1.33 .061 1.6651z21.239 21.6 27 23.7611.6..4.7231.851H21 1.33 .032 I.6651z21.239 21.6 27 23.7611.341.2861.851112 -1 0 .017 1.6651z21.239 21.6 27 23.76I1.2..I.7551.85IH1 -2 1.33 .049 1.6651z21•239 21.6 27 23.7611.542841.851H1-2 0 .048 1I.6651z21.239 21.6 27 23.7617.9.1.74 .851H2-1 1.33 .0661.6651z21.239 21.6 27 23.7611 4.1.337.851111-2 1.33 .0671.693Iv21.239 21.6 27 23.7611.5..4.6051.851H2 1 1.33 .0671.6931v21.239 21.6 27 23.7611.546051.851H2 -1 1.33 .0671.6931v21.239 21.6 27 23.7611.5.4.6051.851H2 -1 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 473 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 5866 5867 5868 5869 5870 5871 5872 5873 5874 5875 5876 5877 5878 5879 5880 5881 5882 5883 5884 5885 5886 5887 5888 5889 5890 5891 5892 5893 5894 5895 5896 5897 5898 5899 5900 5901 5902 5903 5904 5905 5906 5907 5908 5909 5910 5911 5912 5913 5914 5915 5916 5917 5918 5919 5920 5921 Member Shape M84 W14X53 UC Max Locfft1Shea...Locfft)... Fafksil, Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Ean .129 1.33 .056I.6651z21.239121.6 27 23.7611.5..1.5121.851H2 -1 .121 1.33 .057 1.6651z121.239 21.6 27 23.76114.1.3371.851H1 -2 .121 1.33 0571.6651z121.239 21.6 27 23.7611 4.1.3371.85IH1 -2 .121 1.33 .057 1.6651z21.239 21.6 27 23.7611 4...337.851H1 -2 .121 1.33 .057 1.665Iz21.239 21.6 27 23.7611 4 ..337.851H1 -2 .129 1.33 .056 1.665Iz 121.239 21.6 27 23.7611.5...5121.851H21 .121 1.33 .0571.6651z121.239 21.6 27 23.7611 4..3371.85IH1 -2 .121 1.33 .0571.6651z121.239 21.6 27 23.76114..3371.851H1 -2 .121 1:33 .057 1.6651z121.239 21.6 27 23.7611 4 ..337.851H1 -2 .121 1.33 .057 1.6651z21.239 21.6 27 23.7611 4 ...337.851H1 -2 .129 1.33 .056 1.6651z21.239 21.6 27 23.7611.5....512 .851H2 -1 .121 1.33 .0571.665Iz21.239 21.6 27 23.76114 ..337,851H1 .121 1.33, .057 1.6651z21.239 21.6 27 23.7611 4 ..337.851H1 -2 .121 1.33 .057 1.6651 z 21.239 21.6 27 23.76114 ..337 851 H 1 -2 .121 1.33 .057 1.6651z21.239 21.6 27 23.7611 4..337.851H1 -2 .129 1.33 056 1.6651zI21.239 21.6 27 23.7611.5...5121.851112 1 .129 1.33 .056 1.6651z121.2391 21.6 27 23.7611.5...5121.85IH2 1 .129 1.33 .056 1.6651z121.2391 21.6 27 23.7611.5..1.5121.851H21 .129 1.33 .0561.6651z21.239121.6 27 23.7611.5..1.5121,8511121 .129 1.33 .0561.6651z21.239121.6 27 23.7611.5..1.5121.851H21 .129 1.33 .056 1.6651z21.239 21.6 27 23.7611.5..1.5121.851112 -1 .129 1.33 .056 1.6651z21.239 21.6 27 23.7611.5..1.5121.851H2 -1 .129 1.33 .056 1.6651z121.2391 21.6 27 23.7611.5..1.5121.851H2 -1 .129 1.33 .056 .665 z121.2391 21.6 27 23.7611.5...512 .85I H2 1 .129 1.33 .056 .665 z21.239121.6 27 23.7611.5....512.851H2 -1 .129 1.331 .056 1.6651z21.239 21.6 27 23.7611.5...5121.851H2 1 .129 1.331 .056 1.6651z21.239 21.6 27 23.7611.5...5121.851H2 -1 .166 1.331 .062 1.6651z 21.239 21.6 27 23.76114 J.2661.851 H2 .136 0 .039 1.6651 z 21.239 21.6 27 23.7611 1 .1.7631.851H1-2 .218 1.33 .085 .665 z121.239 21.6 27 23.7611.5...306.851H1-2 .212 0 .084 .665 z X21.239 21.6 27 23.7611 75.734 .85 23.761175.734.851H2 1 .091 1.33 .043 1.665 z 21.239 21.6 27 23.76114 J.3371.85 I H 1 .091 1.33 .043 1.665 z 21.239 21.6 27 23.76114 .1.3371.85 I H 1 -2 .091 1.33 .043 1.665 721.239 21.6 27 23.7611 .L3371.851H1-2 .091 1.33 .043 .665 z21.239 21.6 27 23.7611 4.1.3371.851H1 -2 .127 1.33 .048 .665 z P1.239 21.6 27 23.7611.351.2861.851H2 -1 .113 0 .027 1.665 7121.239 21.6 27 23.7611.2.4.7551.851M-2 1 -2 .180 1.33 .072 1.665 z21.239 21.6 27 23.7611.531.2841.851H1 -2 .188 0 .071 1.665 z21.239 21.6 27 23.7611.9 .1.741.851 H2 1 .000 0 .000 1 0 z116.443 21.6 27 21.6 1 1 1.6 1.6 I H 1 1 .016 0 .0141 0 v116.443 21.6 27 21.611.6..1.6031.851H1 -2 .090 6.067 .070 0 vI16.443 21.6 27 21.6 1 1.5181.851H1 -2 .016 0 .014 0 v116:443 21.6 .27 21.6 1.6..1.6031.851H1 -2 .016 0 .014 0 v116.443 21.6 27 21.6 11.6..1.6031.851H1 -2 .016 0 .014 0 vI16.443 21.6 27 21.6 11.6..1.603 .85 H1 -2 .071 6.067 .056 0 v116.443 21.6 27 21.6 11 1.45 .85 H1 -2 .071 6.067 .056 0 v116.443 21.6 27 21.61 1 1.451.851H1 -2 .071 6.067 .056 0 v116.443 21.6 27 21.61 1 1.451.851H1 -2 .019 7117 .014 0 v116.443 21.6 27 21.61 1 1.4361.851 H2 1 .033 0 .017 0 v116.443 21.6 27 21.611.9..1.2921.851111 -2 .021 0 .015 0 v116.443 21.6 27 21.6 I1.6..1.432I.R5IH1 -2 .020 6.3 .012 0 v1 27 21.61 1 .2811.5 H2 -1 .074 6.183 .056 0 v116.443121.6 27 21.6 11 .4261.85 H1 -2 .074 6.3 .058 0 v116.443 21.6 27 21.61 1 1.2771.851 H1 -2 .073 6183 .056 1 0 v116.443 21.6 1 27 21.61 1 1.4421.851H1-2 .075 6.067 ,054 0 v116.443 21.61 27 21.61 1.1.2971.851112 -1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 474 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5L17 36 [P£ ieWS ;dpawauieveg\awauJavee\oniis so!ea\ Ad] E 0'9 uo!SJ9A a£ VSI 1. 1HI 9' 1 9 1 19L'EZ LZ 9'1Z I4L9'61.1? 0 000'1-0 000' £5X41.M 981A1 1 I LL691 1. iHI I. 19 LZ 9' 12 1£44'91.1^ 2' 11 Z1.0 EZ0 ZL 19L651 Z -1H198 1££4'1" 9 912 LZ 9•121£44'90 0 810' 1 0 ZZO• 1.L 19L69 Z 1HI98 11 9' 1Z LZ 9'1.Z lEvv91.1A 0 910 0 0170 OL 1PL69 I. 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JagwnN qof Off ieu6!saa s4onpad poo/A )a9J3 1.199.10 Auedwoa 5978 5979 5980 5981 5982 5983 5984 5985 5986 5987 5988 5989 5990 5991 5992 5993 5994 5995 5996 5997 5998 5999 6000 6001 6002 6003 6004 6005 6006 6007 6008 6009 6010 6011 6012 6013 6014 6015 6016 6017 6018 6019 6020 6021 6022 6023 6024 6025 6026 6027 6028 6029 6030 6031 6032 6033 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) Member Shaoe UC Max .014 .020 .014 .014 .014 .018 .018 .018 .018 .027 .019 .022 .020 .028 .022 .020 .020 .028 .022 .020 .020 .028 .022 .020 .014 _022 .014 .022 .020 .026 .026 .026 .020 .017 .017 .017 .017 .020 .017 .017 .017 .017 .020 .017 .017 .017 .017 .020 .020 .020 .020 .020 .020 .020 .020 .020 LocfflShea...Locfft Fafksil 5.4 .012 5.4 v 119.674 5.4 .044 5.4 1 v 119.674 5.4 .012 5.4 1v119.674 5.4 .012 5.4 109.674 5.4 .012 5.4 Iv119.674 5.4 .036 5.41v119.674 5.4 .036 5.4 Iv119.674 5.4 .036 5.41v119.674 5.4 .012 5.4 1v119.674 5.4 .013 5.4 11/119.674 5.4 .012 5.4 M19.674 0 .011 5.4 v119.674 5.4 .036 5.4 v119.674 5.4 .037 5.4 109.674 119.674 5.4 .037 5.4 1v119.674 1.687 .035 5.4 109.674 119.674 5.4 .036 5.41v119.674 5.4 .037 5.41y119.674 5.4 .037 5.4 1v119.674 1.687 .035 5.4 109.674 119.674 5.4 .036 5.4 v119.674 5.4 .037 5.4 09.674 5.4 .037 5.4 1v119.674 1.687 .035 5.4 Iv119.674 0 .007 5.4 Iv119.674 5.4 .009 5.4 iv119.674 0 .008 5.41x119.674 0 .006 5.41v119.674 5.4 .017 5.4 Iv119.674 5.4 .066 5.4 1v119.674 5.4 .066 5.4 Iv119.674 5.4 .066 5.4 1v119.674 5.4 .031 5.4 1v119.674 5.4 .015 5.4 Iv119.674 5.4 .015 5.4 'Iv119.674 5.4 .015 5.4 1v119.674 5.4 .015 5.4 1v119.674 5.4 .031 5.4 109.674 5.4 .015 5.4 Iv119.674 5.4 .015 5.4 Iv119.674 5.4 .015 5.4 109.674 5.4 .015 5.4 1v119.674 5.4 .031 5.4 1v119.674 5.4 .015 5.4 Iv119.674 5.4 .015 5.4 1v119.674 5.4 .015 5.4 Iv119.674 5.4 .015 5.4 109.674 5.4 .031 5.4 1v119.674 5.4 .031 5.4 Iv119.674 5.4 .031 5.4 11/119.674 5.4 .031 5.4 1v119.674 5.4 .031 5.4 1v119.674 5.4 .031 5.4 1v119.674 5.4 .031 5.4 1v119.674 5.4 .031 5.4 1v119.674 5.4 .031 5.4 1y119.674 Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean 21.6 27 23.7611 7.46551.85 I H 1 -2 21.6 27 23.7611 7.1.7721.85 I H 1 -2 21.6 27 23.7611 7.1.6551.85 I H 1 -2 21.6 27 23.7611 7.1.6551.85 I H 1 -2 21.6 27 23.7611 7.1.6551.85 I H 1 -2 21.6 27 23.7611 7.1.9611.85 I H 1 -2 21.6 27 23.7611 7.1.9611.85 I H 1 -2 21.6 27 23.7611 74.9611.851111-2 21.6 27 23.7611 7.1.5231.85 I H 1 -2 21.6 27 23.7611.6..45261.851H2 1 21.6 27 23.7611 7.1.5171.851 H2 1 21.6 27 23.7612.0..1.5311.851H1 -2 21.6 27 23.7611 74.5271.851H1-2 21.6 27 23.7611.6..45231.851H2 1 21.6 27 23.7611 7.1.5141.851H1-2 21.6 27 23.7611.8..45341.85 H1 -2 21.6 27 23.7611 7.1.5271.85 H1 -21 21.6 27 23.7611.6.4.523 .851 H2 1 1 21.6 27 23.7611 7 ..514.85IH1 -2 21.6 27 23.7611.8..1.5341.851H1 -2 21.6 27 23.7611 7.1.5271.851H1-2 I 21.6 27 23.7611.6..1.5231.851 H2 1 21.6 27 23.7611 74.5141.851H1-2 21.6 27 23.7611 .8..1.5341.85 I H 1 -2 21.6 27 23.7611 7.1.5221.85 I H 1 -21 21.6 27 23.7611.5..1.5271.85 I H2 1 1 21.6 27 23.7611 7.1.5181.85 I H2 -1 21.6 27 23.7612.31.531.85IH1 -2 21.6 27 23.7611 7.1.6551.851H1-2 21.6 27 23.7611 7.1.611.851H1-2 1 21.6 27 23.7611 7.1.611.85 I H 1 -2 21.6 27 23.7611 7.1.611.851H1-2 21.6 27 23.7611 7.1.7941.851H1-2 I 21.6 27 23.7611 7.1.6551.85 I H 1 -21 21.6 27 23.7611 74.6551.851H1-2 21.6 27 23.7611 71.6551.851H1-2 21.6 27 23.76117.1.6551.851H1 -2 21.6 27 23.7611 7 .1.7941.85 I H 1 -2 21.6 27 23.7611 7.1.6551.85 I H 1 -2 21.6 27 23.7611 7.1.6551.851H1-2 21.6 27 23.7611 7.1.6551.851H1-2 21.6 27 23.7611 7 .1.6551.851 H 1 -2 21.6 27 23.7611 7.1.7941.851H1-2 21.6 27 23.7611 746551 .851 H 1 -2 21.6 27 23.7611 7 .1.6551.851H1-2 21.6 27 23.7611 7 .1.6551.85 I H 1 -2 21.6 27 23.7611 7.1.6551.851H1-2 21.6 27 23.7611 7.1.7941,851H1-2 21.6 27 23.76117.1.7941.851H1 -2 21.6 27 23.7611 7.1.7941.851 H 1 -2 21.6 27 23.7611 7 .1.7941,851M-2 21.6 27 23.7611 7.1.7941.851H1-2 2t6 27 23.7611 74.7941.851H1-2 21.6 27 23.761 7 .1. 79 41.85 I H 1 2 21.6 27 23.7611 7.1.7941,851H1 -2 21.6 27 23.7611 7 1.7941.851H1-2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 476 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 6034 6035 6036 6037 6038 6039 6040 6041 6042 6043 6044 6045 6046 6047 6048 6049 6050 6051 6052 6053 6054 6055 6056 6057 6058 6059 6060 6061 6062 6063 6064 6065 6066 6067 6068 6069 6070 6071 6072 6073 6074 6075 6076 6077 6078 6079 6080 6081 16082 6083 6084 16085 6086 6087 6088 16089 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Shane M86 W14X53 UC Max LocfftjShea...Locfftl... 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Cb CmKKCmz Ean .020 1 5 4 .031 5.4 v 1 9.674 21.6 1 27 23.7611 7.1.794.851 H1 .020 1 5.4 .031 5.41v119.674121.6 27 23.7611 7.1.7941.85 H1 2 .020 15.4 .031 5.4 1v119.674121.6 27 23.7611 7 1.7941.85 H1 21 .024 15.4 .030 5.4 1 v 119.674 21.6 27 23.76117 1.6231.85I H 1 -21 .039 15.4 .033 5.4 1v119.674 21.6 27 23.7611.6.4.6261.851H21 .027 5.4 .031 5.4 1v119.67 21.6 27 23.761 ..6171.851H1-2 .031 0 .029 5.4 1v119.674 21.6 27 23.7612.05.5311.851H1-2 .013 5.4 .011 5.4 Iv 19.674 21.6 27 23.7611 .1.6551.851H1 .013 5.4 .011 5.4 Iv 19.674 21.6 27 23.76117 .1.6651.851H1-2 .013 5.4 .011 5.4 1v119.67 21.6 27 23.7611 7.1.6551.851H1 .013 5.4 .011 5.4 1v119.674 21.6 27 23.7611 7.1.6551.851H1 .021 0 .011 5.4 109.674 21.6 27 23.76117 .1.6221.851H1-2 .032 5.4 .013 5.4 1 v 119.674 21.6 27 23.7611.5.4.5271.851H21 .020 5.4 .011 15.4 1v119.674 21.6 27 23.7611 7.1.5181.851112 1 .031 0 .0091 5.4 1v119.674 21.6 27 23.7612.31.531.851H1 -2 .000 0 .0001 0 1z21.248 21.6 27 23.761 1 1.6 I .6 IH1 1 .124 0 .082 1.6231 v 121.248 21.6 27 23.7611.6.4.3661.851H1-2 .136 0 .0761.6231v1 21.6 27 23.761 -2 .124 0 .082 .6231v21.248 21.6 27 23.761 .124 0 .082 .6231v1 21.6 27 23.7611.6...3651.851H1 -2 .124 0 .082 1.6231 v 121.248 21.6 27 23.7611.6..1.3651.851111 -2 .133 0 .0771.623101.248 21.6 27 23.7611.6..1.9211.851H1 .133 0 .077 1.6231 v 121.248 21.6 27 23.7611.6..1.9211.851H1 .133 0 .077 1.623101.248 21.6 27 23.7611.6..1.9211.851H1-2 .164 0 .0791.6231v21.248 21.6 27 23.7611.6..1.3911.851H1 .205 0 .1151.6231v21.248 21.6 27 23.761 7.1.4191.851H1 2 .144 0 .0851.609101.248 21.6 27 23.7611.6..1.4021.851H1 -2 .149 1.3 .049 1.6091x21.248 21.6 27 23.761 4.1.4091.851H2 1 .163 0 .0751.6231lv121.248 21.6 27 23.7611.6..1.3831.851H1 .194 0 .102 1.6231x21.248 21.6 27 23.7611 7.1.4251.85 H1 .148 0 .0801.6231v21.248 21.6 27 23.7611 :6 :1.411.85 H1 2 .145 0 .052 1.6231 v 21 .248 21.6 27 23.761 J.4021.85 H2 1 .163 0 :075 1.6231v121.248 21.6 27 23.7611.6..1.3831.851111 -2 .194 0 .102 1.6231v21.248 21.6 27 23.7611 7.1.4251.851H1 -2 .148 0 .080 1.623101.248 21.6 27 23.7611.8...411.851H1-2 .145 0 .0521.6231v21.248 21.6 27 23.7611 4..4021.851H21 .163 0 .0751.6231v21.248 21.6 27 23.7611.6..1.3831.851H1-2 .194 0 .1021.6231v21.248 21.6 27 23.7611 7.1.4251.851H1 .148 0 .0801.62314 21.6 27 '23.761 -2 .145 0 .052 1.6231v4?1.248 21.6 27 23.7611 4.1.4021.851H21 .118 1.3 .0461.623101.248 21.6 27 23.7611 6..1.3931.851H2 1 .157 0 .0831.6231v21.248 21.6 27 23.7611 7.1.4171.851H1 2 .096 0 .0531.6091v21.248 21.6 27 23.7611.61.4 1.851H1 -2 .119 1.3 .0291 .651z121.248 21.6 27 23.7611.3..1.4111.851H2 1 .174 0 .115 1.6231x21.248 21.6 27 23.7611.6..1.3651.851H1 .168 0 .089 1.6231v21.248 21.6 27 23.7611.6..1.7821.851H1 -2 .168 0 .089 1.6231x21.248 21.6 27 23.7611.6..1.7821.851H1 -2 .168 0 .089 1.6231v121.248 21.6 27 23.7611.6..1.7821.851H1 -2 .155 0 .0951.6231v121.248 21.6 27 23.76I1.6..1.6551.851H1 -2 .149 0 .0981.6231v21.248 21.6 27. 23.7611.6..1.365I.851H1-21 .149 0 .098 1.6231v21.248 21.6 27 23.7611.6.4.3651.851H1 -2 .149 0 .098 1.6231v21.248 21.6 27 23.7611.6..1.3651.851H1 -2 .149 0 .0981.6231v121.248 21.6 27 23.7611.6..1.3651.851H1 -2 .155 0 .0951.6231v21.248 21.6 27 23.7611.6..1.6551.85IH1 -2 .149 0 .098 1.6231 v 21.248 21.6 27 23.7611.6.1.3651.851H1-2 .149 0 .0981.6231v21.248 21.6 27 23.7611.6..1.3651.851H1 -2 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 477 t 1 1 1 1 1 1 1 i 1 1 1 1 t 1 1 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 6090 6091 6092 6093 6094 6095 6096 6097 6098 6099 6100 6101 6102 6103 6104 6105 6106 6107 6108 6109 6110 6111 6112 6113 6114 6115 6116 6117 6118 6119 6120 6121 6122 6123 6124 6125 6126 6127 6128 6129 6130 6131 6132 6133 6134 6135 6136 6137 6138 6139 6140 6141 6142 6143 6144 6145 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Member Shape M87 W14X53 UC Max .149 .149 .155 .149 .149 .149 .149 .155 .155 155 .155 .155 .155 .155 .155 .155 .155 .155 .155 .212 .272 .185 .204 112 112 .112 .112 171 .229 .142 174 .000 .102 .098 .102 .102 102 .099 .099 .099 145 .171 .123 .189 .131 .140 .113 .155 .131 .140 .113 .155 .131 .140 .113 .155 LocfftlShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb Cm�Cmz Ean O .098 1.6231v121.2481 21.6 127 23.7611.6..1.365 .85I H 1 -2 O .098 1.6231v121.248 21.6 27 23.7611.6.13651.851H1 -2 0 .095 1.6231)/0.248 21.6 27 23.7611.6.16551.851 H 1 -2 0 .098 1.6231 v 121.248 21.6 27 23.7611.6..1.3651.85 I H 1 -2 0 .098 1.6231)/0.248 21.6 27 23.7611.6...3651.851H1-2 0 .098 1.6231 v 121.248 21.6 27 23.7611.6...3651.851H1-2 0 .0981.623Iv121.248 21.6 27 23.7611.6..1.3651.851H1 -2 O .095 1.6231v121.248 21.6 27 23_76 1.6.16551.851H1-2 0 .095 1.6231v21.248 21.6 27 23.761.6..1.6551.85IH1 -2 0 .0951.6231v121.248 21.6 27 23.7611.6..1.6551.851H1 -2 0 .095 1.6231v121.248 21.6 27 23.7611.6..1.6551.85IH1 -2 0 .095 1.6231 v 121.248 21.6 27 23.7611.6..1.6551.851 H1 -2 0 .0951.6231x121.248 21.6 27 23.7611.6..1.6551.85IH1 -2 O .0951.623Iv121.248 21.6 27 23.76I1.6..1.6551,851H1 -2 O .095 1.6231v121.248 21.6 27 23.7611.6..1.6551.851H1 -2 0 .095 1.6231 v 121.248 21.6 27 23.7611.6..1.6551.851 H 1 -2 O .0951.6231v121.248 21.6 27 23.7611.6..1.6551.85IH1 -2 0 .0951.6231v .248 21.6 27 23.7611.6.16551.85IH1 -2 0 .0951.623Iv121.248 21.6 27 23.7611.6..1.6551.851H1 -2 0 .0901.6231v121.248 21.6 27 23.7611.6...391.851H2 -1 0 .143 1.62311/0.248 21.6 27 23.7611 75 .421.851H1-2 0 .100 1.6091 v 121.248 21.6 27 23.7611.651.4031.851H1-2 1.3 .059 II .65 1z121.248 21.6 27 23.76114.1.4081.85IH2 -1 0 .074 1.6231v121.248 21.6 27 23.7611.6..1.3651.85IH1 -2 O .074 I.623Iv121.248 21.6 27 23.7611.6.13651.851H1 -2 0 .074 1.623Iv121.248 21.6 27 23.7611.6..1.3651.851H1 -2 O .074 1.6231v121.248 21.6 27 23.7611.6..1.3651.851H1 -2 1.3 .069 1.62311/0.248 21.6 27 23.7611.6.13931.85 I H2 -1 0 .121 1.6231x121.248 21.6 27 23.7611 7.L.4171.851H1 -2 O .0791.6091v121.248 21.6 27 23.7611.6..1.4 1.851H1 -2 1.3 .0441 .65 Iz121.2438 21.6 27 23.7611.3..1.4111.851H2 1 0 .000 10 Iz121.239 21.6 27 23.761 1 1.6 1.6 1H1 1 1.33 .076 1.7071v 121.239 21.6 27 23.7611.641.3871.851H1-2 1.33 .070 I .72 I v 121.239 21.6 27 23.7611.61.6321.85 I H 1 -2 1.33 .076 1.7071x121.239 21.6 27 23.7611.641.3871.851H1 -2 1.33 .0761.7071x121.239 21.6 27 23.7611.641.3871.851H1 -2 1.33 .076 1.7071 41.239 121.239 21.6 127 23.761 1.33 .071 1.7071v121.239 21.6 27 23.7611.611.5841.851H1 -2 1.33 .071 1.7071 v 121.239 21.6 27 23.7611.611.5841.85 I H 1 -2 1.33 .071 1.7071)/0.239 21.6 27 23.7611.611.5841.85 I H 1 -2 1.33 .0731.7071v121.239 21.6 27 23.7611.6..L.381.851H1 -2 0 .0451.7341x121.239 21.6 27 23.7611 414811.85IH2 -1 1.33 .080 II .72 Iv121.239 21.6 27 23.7611.6..1.3911.851H1 -2 0 .108 1.7071v121.239 21.6 27 23.7611 7 .1.4881.851H1 -2 1.33 .069 I.7071v121.239 21.6 27 23.7611.5..L.3731.851H1 -2 0 0481.7341v1 21.6 27 23.7611 4.1.4771.851H2 1 1.33 .074 I .72 Iv121.239 21.6 27 23.7611.6..1.398.851H1 -2 1.33 .095 1.707Iv 0.239 21.6 27 23.7611.6..L.492 .851H1-2 1.33 .069 1.7071v121.239 21.6 27 23.7611.5..1.3731.851H1 -2 0 .048 1.7341v121.239 21.6 27 23.7611 4 .1.4771.851H2 -1 1.33 .074 1 .72 1v121.239 21.6 27 23.7611.643981.851H1 -2 1.33 .095 1.7071v0.239 21.6 27 23.7611.6..1.492 ,851H1 -2 1.33 .069 1.707Iv121.239 21.6 27 23.7611.5..1.373 ,851H1 -2 0 .048 .7341v121.239 21.6 27 23.7611 4.1.4771.85 H2 -1 1.33 .074 .72 Iv121.239 21.6 27 23.7611.6..1.3981.85 H1 -2 1 33 .095 1.7071v121.239 21.6 27 23.7611.644921.851H1 -2 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 478 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 1 6146 6147 6148 6149 6150 6151 6152 32 6153 33 6154 6155 6156 6157 6158 6159 6160 6161 6162 6163 6164 6165 6166 6167 6168 6169 6170 6171 6172 6173 6174 6175 6176 6177 6178 6179 6180 6181 6182 6183 6184 6185 6186 6187 6188 6189 69 6190 70 6191 6192 6193 6194 6195 6196 6197 6198 6199 6200 6201 LC Member Shape 26 27 28 29 30 31 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 71 72 1 2 3 4 5 6 7 8 9 M88 W14X53 UC Max Locfft1Shea...Locfft Fafksil Ftfksil Fbvfk.. Fbzfk... Cb CmyCmz Eon .107 I 0 .0421.693I 27 23.76I1.61.3821_851H1 -2 .149 1 0 .0301.665Iz21.239 21.6 27 23.7611.3..1.4821.851H2 -1 .083 1.33 .0491.7481v21.239 21.6 27 23.7611.6..1.3891.851H2 -1 .170 0 .077 1.693021.239 21.6 27 23.7611 781.487.851H1 .143 11.33 .107 1.707 I v 21.239 21.6 27 23.7611.641.387 .851H1-2 .115 11.33 .081 I .72 021.239 21.6 27 23.7611.5.4.6871.85IH1 -2 .115 11.33 .081 1 .72 v21.239 21.6 27 23.7611.5..1.6871.851H1 -2 .115 1.33 .081 .72 v121.239 21.6 27 23.7611.51.6871.851H1-2 .120 1.33 .088 .7071 01.239 21.239 21.6 27 23.7611.6.1.509 .851 H 1 -2 .123 1.33 .0921.7071v21.239 21.6 27 23.7611.641.387.851H1 -2 .123 1.33 .0921.7071v21.239 21.6 27 23.7611.641.3871.851H1-2 .123 1.33 .092 1.7071v21.239 21.6 27 23.7611 641.3871.851H1 .123 1.33 .092 1.707Iv121.239 21.6 27 23.7611.641.3871.851H1-2 .120 1.33 .088 1.7071 v 121.239 21.6 27 23.7611.6..1.5091, .851 H1 -2 .123 1.33 .092 1.7071 v 21.239 21.6 27 23.7611.641.3871.851H .123 1.33 .092 I.707I v 2 21.6 27 23.7611.641.3871.851H .123 1.33 .092 1.707021.239 21.6 27 23.7611.641.3871.851H1 -2 .123 1.33 .092 1.7071v21.239 21.6 27 23.7611.641.3871.851H1 -2 .120 1.33 .0881.7071v21.239 21.6 27 23.7611.6.4.509 .851H1-2 .123 1.33 .092I.707Iv2 21.6 27 23.7611.641.387 .851H1-2 .123 1.33 .092 I.7071v21.239 21.6 27 23.7611.641.3871.851H1 -2 .123 1.33 .092 1.707Iv21.239 21.6 27 23.7611.641.3871.851 .123 1.33 .0921.7071v21.239 21.6 27 23.76I .120 1.33 .0881.7071v21.239 21.6 27 23.7611.6.1.5091.851H1 -2 .120 1.33 .088 1.7071v21.239 21.6 27 23.7611.6.4.5091.851H1 .120 1.33 .088 I.707I v 21.239 21.6 27 23.7611.6..1.5091.851 H1 -2 .120 1.33 .088 1.7071x21.239 21.6 27 23.7611.6..1.5091.851H1-2 .120 1.33 .088 I.707I v 2 1 239 21.6 27 23.7611_.61.5091.851H1 .120 1.33 .088 1.707Iv21.239 21.6 27 23.7611.6..1.5091.851H1 -2 .120 1.33 .0881.7071v21.239 21.6 27 23.7611.6..1.5091.851H1 2 .120 11.33 .088 1.7071 v 121.239 21.6 27 23.7611.6..1.5091.851H1 .120 1.33 .088 1.7071 v 21.239 21.6 27 23.7611.61.5091.851 .120 1.33 .088 .7071 01.239 21.239 21.6 27 23.7611.6..4.5091.851H1 .120 1.33 .088 .7071 v 21.239 21.6 27 23.7611.6.1.5091.851H1-2 .120 1.33 .088 .7071v21.239 21.6 27 23. 7611.6..1.5091.851111 -2 .181 1.33 .083 .7071v21.239 21.6 27 23.7611 6.4.3 -2 .231 0 .051 .6651z21.239 21.6 27 23.7611 4 1.48 .851H2 -1 .150 1.33 .093 .7341v21.239 21.6 27 23.7611.6..1.3921.851H1 -2 .258 0 .133 .7071 v 21.239 21.6 27 23.761 7 4. 4 881.851H 1 2 .092 1.33 .069 .7071 01.239 21.239 21.6 27 23.7611.641 .092 1.33 .069 .707 v21.239 21.6 27 23.7611.641.3871.851H1 -2 .092 1.33 .069 .707 v121.230 21.6 27 23.7611.641.3871.851H1-2 .092 1.33 .069 .707101.239 21.6 27 23.7611.641.3871.851H1 -2 .155 0 .064 .693Iv21.239 21.6 27 23.7611.6..1.3821.851 .215 0 .044 .665Iz21.239 21.6 27 23.7611.3..1.4821.85 H2 -1 .122 1.33 .074 .748141.239 21.6 27 23.7611.6.1.3891.85 H2 1 .245 0 .114 .693 v21.239 21:6 27 23.7611 7.1.4871.851H .000 0 .000 0 z119.628 21.6 27 23161 1 1.6 1.6 IH1 1 .046 0 .019 0 v119.628 21.6 27 23.7611.6.1.411.851H2 1 .047 0 .033 0 v119.628 21.6 27 23.7611 4.1.5881.85IH1 -2 .046 0 .019 0 v119.628 21.6 27 23.7611.6.1.411.851H2 1 .046 0 .019 0 v119.628 21.6 127 23.7611.6.1.411.851 .046 0 .019 0 v119.628 21.6 1 27 23.7611.6..1.411.851112 11 .047 0 .030 0 v119.628 21.6 1 27 23.7611.51.5791.851H1-2 1 .047 0 .030 0 v119.628 21.6 1 27 23.7611.5..1.579I.851H1 -2 .047 0 .030 0 v 119.628 21.6 1 27 23.7611.5.1.5791.851H1-2 RISA -3D Version 8.0 3 [T•\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 479 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (Bv Item) (Continued) 6202 6203 6204 6205 6206 6207 6208 6209 6210 6211 6212 6213 6214 6215 6216 6217 6218 6219 6220 6221 6222 6223 6224 6225 6226 6227 6228 6229 6230 6231 6232 6233 6234 6235 6236 6237 6238 6239 6240 6241 6242 6243 6244 6245 6246 6247 6248 6249 6250 6251 6252 6253 6254 6255 6256 6257 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Shape UC Max .050 .064 055 .075 .050 .060 052 .067 .050 .060 .052 .067 .050 .060 .052 .067 .032 .045 .037 .057 .064 .057 .057 .057 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .055 .062 .081 .067 .096 .041 LocfftlShea...Locfft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .019 .018 .020 .021 .030 .029 .030 .031 .030 .029 .030 .031 .030 .029 .030 .031 .011 .010 .01? .013 .027 .049 .049 .049 .030 .023 .023 .023 .023 .030 .023 .023 .023 .023 .030 .023 .023 .023 .023 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .030 .029 .028 .031 .032 .017 0 0 0 0 0 0 0 v119.628 0 V11 O v119.628 0 v119.628 0 v119.628 O V119.628 0 v119.628 0 v119.628 0 v119.628 0 v1 0 v119.628 0 v 119.628 .115 v119.628 0 v119.628 O v119.628 5.5 x119.628 5.5 v119.628 5.5 x119.628 0 v119.628 O v119.628 O v119.628 0 N/119.628 0 v119.628 0 v119.628 O v119.628 0 v119.628 0 v119.628 O v119.628 O v119.628 0 V119.628 O v119.628 0 v119.628 O v119.628 O v119.628 O x119.628 0 v 119.628 O v119.628 O x119.628 0 x119.628 0 v119.628 0 v119.628 0 v119.628 0 v119.628 0 v119.628 0 v119.628 0 v119.628 O v119.628 0 v119.628 O v119.628 0 v119.628 Fafksil Fttksil Fbvfk...Fbzfk... Cb CmvCmz Eon v119.628121.6 127 23.7611.6.1.5171.851H2 1 v119.628 21.6 1 27 23.7611.6..1.3361.851H2 v119.628 21.6 27 23.7611.6.1.5241.851H2 1 v119.628 21.6 27 23.7611.5..L.3211.851H1 -2 v119.628 21.6 1 23.7611.5..E_531.851 H1 2 v119.628 21.6 I 27 23.76I1.5..L.422I.85IH2 1 21.6 1 27 23.7611.5..1.5051.851H1 21.6 127 23.7611 4.1.351.85 I H 1 2 21.6 1 27 23.7611.5.1.531.851H1-2 21.6 1 27 23.7611.5.1.4221.851H2 1 21.61 27 23.7611.5..1.505I.85IH1 -2 21.6 127 23.7611 4.1.351.851H1 21.6 27 23.7611.5..1.531.851H1 -2 21.6 27 23.7611.5.1.4221.851H2 1 21.6 27 23.7611.5.1.5051.851H1 -2 21.6 27 23.7614 .351.85IH1 -2 21.6 27 23.76 1.6...5181.85 I H2 1 21.6 27 23.7611.7 1.3331.85 I H2 1 21.6 27 23.7611.6.1.5231.851H2-1 21.6 27 23.7611.6.1.3241.851H1-2 21.6 27 23.7611.6.1.411.851H2-1 21.6 27 23.7611 4.1.5961.851H1 21.6 27 23.7611 4.1.5961.851H1 21.6 27 23.7611 4.1.5961.85 I H 1 2 21.6 27 23.7611.5.1.5551.85I H2-1 21.6 27 23.7611.6..1.411.851112 21.6 27 23.7611.6..1.41I.851H2 21.6 27 23.7611.6.1.411.851H2-1 21.6 27 23.7611.6.1.411.851H2-1 21.6 27 23.7611.5..1.5551.851 H2 1 21.6 27 23.76I1.6..1.411.851H2 -1 21.6 27 23.7611.6..1.41 1.851 H2 -1 21.6 27 23.7611.6..1.411.851 H2 1 21.6 27 23.7611.6.1.411.851H2-1 21 .6 27 23.7611.5...5551.85 I H2 -1 21.6 27 23.7611.6...41 .851112 1 21.6 27 23.7611.6..1.41 .851H2 21.6 27 23.76I1.6..1.41I.851H2 -1 21.6 27 23.7611.6.1.411.851H2-1 21.6 27 23.7611.5.1.5551.851H2-1 21.6 27 23.7611.5..1.5551.85IH2 -1 21.6 27 23.7611.5..1.5551.851H2 1 21.6 27 23.7611.5..1.5551.85 21.6 27 23.7611.5.1.5551.851H2-1 21.6 27 23.7611.5..1.5551.851H2 21.6 27 23.7611.5.4.5551.851H2 1 21.6 27 23.76 1.5.1.5551.851 H2 -1 21.6 27 23.761.5 4.5551.851H2 21.6 27 23.7611.5..1.5551,86 1H2 -1 21.6 27 23.7611.5..1.5551,A5IH2 1 21.6 27 23.7611.5..1.5551.851H2-1 21.6 27 23.7611.5..1.5231.85IH1 -2 21.6 27 23.7611.5..1.3731.85IH2 -1 21.6 27 23.7611.5..1.5171.851 H2 -1 21.6 27 23.7611.5..1.2561.851H1 -2 21.6 27 23.7611.6.1.411.851112 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 480 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member Shape 6258 661 6259 671 6260 681 6261 69 6262 70 6263 71 6264 72 6265 1 M89 W14X53 6266 2 6267 3 6268 4 6269 5 6270 6 6271 7 6272 8 6273 9 6274 10 6275 11 6276 12 6277 13 6278 14 6279 15 6280 16 6281 17 6282 18 6283 19 6284 20 6285 21 6286 22 6287 23 6288 24 6289 25 6290 26 6291 27 6292 28 6293 29 6294 30 6295 31 6296 32 6297 33 6298 34 6299 35 6300 36 6301 37 6302 38 6303 39 6304 40• 6305 41 6306 42, 6307 43 6308 44 6309 45 6310 46 6311 47 6312 48 6313 49 UC Max LocfftlShea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean .041 0 .017 I 0 v 19.628 21.6 1 27 23.7611.6-1.41 .85I H2 -1 .041 0 .0171 0 1v1 21.6 27 23.7611. .041 0 .0171 0 Iv1 21.6 27 23.7611.6.1.411.851H2 1 .048 0 .017 0 1v119.628 21.6 27 23.7611.6..1.518.851H2 1 .067 0 .016 0 1v119.628 21.6 27 23.7611 6..1.333.851H2 1 .054 0 .018 1 0 v 119.628 21.6 27 23.7611.6..1.5231.851 H2 1 .083 0 .019 1 0 v119.628 21.6 27 23.7611.5..1.3241.85 H1 -2 .000 0 .000 1 0 z117 735 21.6 27 21.61 1 I .6 .6 H1 1 .060 9.1 .021 1 9.1 v 117 735 21.6 27 21.6 11 761.7091,851H2-1 .083 9.1 .061 9.1 v117 735 21.6 27 21.611 7.1.3921.851H1 -2 .060 9.1 .021 9.1 v117 735 21 :6 27 21.611 761.7091.851H2 -1 .060 9.1 .021 9.1 v117 735 21.6 27 21.6 11 761.7091.851 H2 1 .060 9.1 .021 9.1 v117 735 21.6 27 21.6 11 761.7091.851H2 1 .077 9.1 .051 9.1 V117735 21.6 27 21.6 11 7 1.411.851H1 -2 .077 '9.1 .051 9.1 v117 735 21.6 27 21.6117.1.411.851H1-2 .077 9.1 .051 9.1 v117735 21.6 27 21.6 11 7 1.411.851H -2 .076 9.1 .023 9.1 v 117 735 21.6 27 21.611 7.1.3041.85 I H2 1 .069 9.1 .019 9.1 v117 735 21.6 27 21.6 11.6..4.2411.851H2 1 .063 9.1 .020 9.1 v 117 735 21.6 27 21.6 11 7.1 .3 1.851 H2 1 .078 9.1 .024 9.1 v 117 735 21.6 27 21.6 11.8. .1.2451.851 H 1 .089 9.1 .052 9.1 v 117 735 21.6 27 21.6 I1 7.1.3071.85 I H 1 2 .084 9.1 .049 9.1 v1 735 21.6 27 21.6 11 .6.1.2381.851H2 1 .079 9.1 .050 9.1 v1 735 21.6 27 21.6 11 7 •1.297I.851H1 .091 9.1 .052 9.1 v 117 735 21.6 27 21.611 7 1.2471.851 H 1 2 .089 9.1 .052 9.1 v 117 735 21.6 27 21 -6 11 7.1.3071.851 H1 -2 .084 9.1 .049 9.1 v 117 735 21.6 27 21.6 11.6..1.2381.851H2 1 .079 9.1 .050 9.1 VI17735 21.6 27 21.611 7.1.2971.851H1 -2 .091 9.1 .052 9.1 v1 735 21.6 27 21.611 7.1.2471.851H1 .089 9.1 .052 9.1 v 117 735 21.6 27 21.611 7.1.3071.851H1 .084 9.1 .049 9.1 v 17 735 21.6 27 21.611.6..12381.8511-12 1 :079 9.1 .050 9.1 v 17 735 21.6 27 21.6 11 7.1.2971.851H1 -2 .091 9.1 .052 9.1 v 117 735 21.6 27 21.611 7 ..2471.851H1 2 .052 9.1 .014 9.1 v117 735 21.6 27 21_611 7 ..3031.851H2 1 .045 9.1 .011 9.1 v117 735 21.6 27 21.6 1.5..1.2411.85 I H2 1 .039 9.1 .011 9.1 v I17 735 21.6 27 21.611 7 .1.3011.851 H2-1 .054 9.1 .015 9.1 v117735 21.6 27 21.611 9.1.2441.851H1 -2I .084 9.1 .030 9.1 v117 735 21.6 27 21.6 11 761.7091.85 I H2 -1 .109 9.1 .088 9.1 v 117 735 21.6 27 21.6 11 713761.851F11 .109 9.1 .088 9.1 v117 735 21.6 27 21.6 11 7 1.3761.851 H 1 -21 .109 9.1 .088 9.1 v117 735 21.6 27 21.6 1 7.13761.851H1-2 I .083 9.1 .045 9.1 v117 735 21.6 27 21.6 1 7.1•4571.851H1 -2 .072 9.1 .026 9.1 v1 735 21.6 27 21.6 11 761.7091.851H2 1 .072 19.1 .026 9.1 v117 735 21.6 27 21.6 11 761.7091.851H2 1 .072 1 9.1 .026 9.1 v 117 735 21.6 27 21.611 761.7091 .85 I H2 .072 19.1 .026 9.1 v I17 735 21.6 27 21.6 11 761.7091.851 H2 -1 .083 9.1 .045 9.1 v 117 735 21.6 27 21.611 7.14571.851H1 .072 9.1 .026 9.1 vI17735 21.6 27 21.611 761.7091.851H2 -1 .072 9.1 .026 9.1 v1 735 21.6 27 21.6 11 761.7091,851112 .072 9.1 .026 9.1 v117 735 21.6 27 21.6 11 761.7091.851H2 1 .072 9.1 .026 9.1 v117 735 21.6 27 21.6 11 761.7091.851 H2-1 .083 9.1 .045 9.1 v117 735 21.6 27 21.611 7 .14571.851H1 .072 9.1 .026 9.1 v 117 735 21.6 27 21.6 11 761.7091.851 H2 1 .072 9.1 .026 9.1 v117 735 21.6 27 21.6 11 761.7091.851112 .072 9.1 .026 9.1 v117 735 21.6 27 21.6 11 761.7091.851 H2 1 .072 9.1 .026 9.1 v117 735 21.6 27 21.6 11 761.7091.851H2 .083 9.1 .045 9.1 v I17 735 21.6 27 21.6 11 7.1.4571.851H1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 481 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 6314 6315 6316 6317 6318 6319 6320 6321 6322 6323 6324 6325 6326 6327 6328 6329 6330 6331 6332 6333 6334 6335 6336 6337 6338 6339 6340 16341 16342 16343 16344 6345 6346 6347 6348 6349 6350 6351 6352 6353 6354 6355 6356 6357 6358 6359 6360 6361 6362 6363 6364 6365 6366 6367 6368 6369 1 1 Member Shape M90 1 W14X53 UC Max LocfftlShea.. l... FafksilFtfksil Fbvfk...Fbzfk... Cb CmyCmz Earl .083 9.1 .045 9.1 07735 21.6 127 21.6 11 7 .1.457 .851H1-2 .083 9.1 .045 9.1 Iv117735 21.6 27 21.6 11 7.1.4571.851H1 -2 .083 9.1 .045 9.1 Iv117735 21.6 27 21.611 7.1.4571.851H1 -2 .083 9.1 .045 9.1 I v 117 735 21.6 27 21.6 11 7.[.4571.851H1-2 .083 9.1 .045 9.1 Iv117735 21.6 27 21.611 7.1.4571.851H1 -2 .083 9.1 .045 9.1 Iv117735 21.6 27 21.611 7.L.4571.851H1 -2 .083 9.1 .045 9.1 v117735 21.6 27 21.6 17.L.4571.851H1 -2 .083 9.1 .045 9.1 v117735 21.6 27 21.6 1 7.1.4571.851H1 -2 .083 9.1 .045 9.1 107735 21.6 27 21.611 7.L.4571.851H1 -2 .083 9.1 .045 9.1 v117735 21.6 27 21.611 7.1.4571.851H1 -2 .083 9.1 .045 9.1 vI17 735 21.6 27 21.6 11 7.].4571851H1-2 .106 9.1 .047 9.1 v I17 735 21.6 27 21.6 11 7.1.3041851H1-2 .096 9.1 .042 9.1 v 117 735 21.6 27 21.6 11.6..1.241.851 H2 -1 .087 9.1 .043 9.1 v I17 735 21.6 27 21.6 11 741.2991.851H1-2 .109 9.1 .048 9.1 vI17 735 21.6 27 21.6 11.8..L.2451.851H1 -2 .054 9.1 .019 9.1 vI17 735 21.6 27 21.6 11 76 .7091.851H2 1 .054 9.1 .019 9.1 vI17 735 21.6 27 21.6 11 76 .7091.851H2-1 .054 9.1 .019 9.1 v117 735 21.6 27 21.6 11 761.7091.851H2 1 .054 9.1 .019 9.1 x117 735 21.6 27 21.6 11 761.7091.85 H2 1 .077 9.1 .021 9.1 vI17 735 21.6 27 21.61 7 ..3031.85 H2-1 .067 9.1 .016 9.1 vI17 735 21.6 27 21.611.5..L.2411.851H2 -1 .058 9.1 .017 9.1 vI17735 21.6 27 21.611 7.L.3011.851H21 .079 9.1 .022 9.1 v 117 735 21.6 27 21.6 11.9...2441.851H1-2 .000 0 .000 0 z 121 .248 21.6 27 23.761 1 .6 I .6 I H 1 1 .104 0 .060 .596 v21.248 21.6 27 23.7611.341.4411.8511H1 -2 .084 0 .071 .176 v21.248 21.6 27 23.7611.3..1.3331.851H1 -2 .104 0 .060 .59611/121.248 21.6 27 23.7611.341.4411.851H1 -2 .104 0 .060 .596Iv121.248 21.6 27 23.7611.341.4411.85IH1 -2 .104 0 .060 .5961v21.248 21.6 27 23.7611.341.4411.851H1 -2 .089 0 .068 .474Iv21.248 21.6 27 23.7611.3..1.2681.851H1 -2 .089 0 .068 .474Iv21.248 21.6 27 23.7611.3..].2681.8511H1 -2 .089 0 .068 .4741v121.248 21.6 27 23.7611.3..1.2681.851H1 -2 .136 0 .060 .5421v121.248 21.6 27 23.7611.343531.851H1 -2 132 0 .099 .60911/21.248 21.6 27 23 7611.5..1.4981.851H1 -2 .158 0 .059 .60911/21.248 21.6 27 23.7611.381.3571.85IH1 -2 .075 0 .020 .55511/21.248 21.6 27 23.7611 1 .L.2691.85IH1 -2 .116 0 .069 I 0 1v21.248 21.6 27 23.7611.3..L.3541.851H1 -2 .110 0 .0981.5551v21.248 21.6 27 23.7611 461.4871.8511-11-2 .130 0 .0681.5691v21.248 21.6 27 23.7611.3.13561.851H1 -2 .068 0 .0391 0 Iv21.248 21.6 27 23.7611.2..L.3321.851H1 -2 .116 0 .0691 0 1v21.248 21.6 27 23.7611.3..L.3541.851H1 -2 .110 0 .098 1.5551v21.248 21.6 27 23.7611 46.4871.851H1 -2 .130 0 .068 1.5691v21.248 21.6 27 23.7611.3...3561.851H1 -2 .068 0 .039 I 0 1v21.248 21.6 27 23.7611.2..L.3321.851H1 -2 .116 0 .069 1 0 Iv21.248 21.6 27 23.7611.3..L.3541.851H1 -2 .110 0 .098 1.5551v21.248 21.6 27 23.7611 461.4871.851111 -2 .130 0 .0681.5691v21.248 21.6 27 23. -2 .068 0 .0391 0 1x21.248 21.6 27 23.7611.2..L.3321.851H1 -2 .100 1.3 .036 1.311Iv21.248 21.6 27 23.7611.2..L.3541.851H1 -2 .091 0 I1 .075 I.6091v21.248 21.6 27 23.7611.5..L.4411.851H1 -2 .125 1.3 I .042 1 .65 1z21.248 21.6 27 23.7611 4.1.3561.851H1 -2 .037 1.3 I .005 1 .65 1z21.248 21.6 27 23.7611.0.4.3051.851H1 -2 .145 0 I .084 1.5961v21.248 21.6 27 23.7611.341.4411.851H1 -2 .109 0 1 .091 1.3111v21.248 21.6 27 23.7611.3..].3911.851H1 -2 .109 0 1 .091 1.3111v21.248 21.6 27 23.7611.3..L.3911.851H1 -2 .109 0. 1 .091 1.3111v21.248 21.6 27 23.7611.3..L.3911.851H1 -2 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 482 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 6370 6371 6372 6373 6374 6375 6376 6377 6378 6379 6380 6381 6382 6383 6384 6385 6386 6387 6388 6389 6390 6391 6392 6393 6394 6395 6396 6397 6398 6399 6400 6401 6402 6403 6404 6405 6406 6407 6408 6409 6410 6411 6412 6413 6414 6415 6416 6417 6418 6419 6420 6421 6422 6423 6424 6425 LC Member 341 351 361 371 381 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57, 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M92 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Shane W14X53 UC Max LocfftlShea...Loc(ft Fafksil Ftfksil Fbvfk.. .115 0 .077 1.5551 v121.248 21.61 27 .124 0 .072 1.5961 v 21.248 21.6 27 .124 0 .072 1.5961x21.248 21.6 27 .124 0 .072 1.5961 v 121.248 21.6 27 .124 0 .072 1.5961 v 121.248 21.6 27 .115 0 .077 I.555Iv1 21.6 27 .124 0 .072 1.5961 v 21 .248 21.6 27 .124 1 0 .072 1.5961v2 21.6 27 .124 0 .072 I.596I v 21.248 21.6 27 .124 0 .072 1.5961 v 21.248 21.6 27 .115 0 .077 1.5551v21.248 21.6 27 .124 0 .072 1.596 v 21.248 21.6 27 .124 0 .072 1.596 v0.248 21.6 27 .124 0 .072 1.5961 v 21.248 21.6 27 .124 0 .072 1.5961 v 21.248 21.6 27 .115 0 .077 1.5551x21.248 21.6 27 .115 0 .0771.5551)/0.248 21.6 27 .115 0 .077 1.555Iv2 21.6 27 .115 0 .077 I.5551v21.248 21.6 27 .115 0 .077 1.5551x21.248 21.6 27 .115 0 .077 1.5551 v 21.248 21.6 27 .115 0 .077 1.5551 v 21.248 21.6 27 .115 0 .077 1.5551 v 21.248 21.6 27 .115 0 .077 1.555Iv21.248 21.6 27 .115 0 .0771.5551v1 21.6 27 .115 0 .077 I.555Iv21.248 21.6 27 .115 0 .077 1.5551v21.248 21.6 27 .161 0 .0791 0 I v 21.248 21.6 27 .156 0 .1341.5961v12 21.6 27 .193 0 .077 .6091x21 21.6 27 .074 0 .021 .3521 01.248 21.248 21.6 27 .093 0 .0541.5961v1 21.6 27 .093 0 .054 1.5961 v 21.248 21.6 27 .093 0 .054 1.596I v 21.248 21.6 27 .093 0 .0541.5961x21.248 21.6 27 .146 1.3 .055 1.3791x21 21.6 27 .135 0 .110 1.6091x2 21.6 27 .181 1.3 .060 1 .65 Iz2 21.6 27 .056 1.3 .0081 .651z 21.6 27 .000 0 .0001 0 Iz21.239 21.6 27 .088 1.33 .0541.7621v121.239 21.6 27 .109 1.33 .080 1 .79 1x21.239 21.6 27 .088 1.33 .0541.7621v21•239 21.6 27 .088 1.33 .054I.762Iv2 21.6 27 .088 1.33 :0541.7621v121.239 21.6 27 .092 1.33 .073 1 .97 1x21.239 21.6 27 .092 1.33 .073.1 .97 1x21.239 24.6 27 .092 1.33 .073 1 .97 1x21.239 21.6 27 .114 1.33 .054 11.0391x21.239 21.6 27 .073 1.33 .0171.81711/21.239 21.6 27 .134 1.33 .054 1 .72 1x21.239 21.6 27 .121 1.33 .091 1.7341x21.239 21.6 27 .138 1.33 .0751.7761v121.239 21.6 27 .095 1.33 .0461.817141.239121.6 27 .113 1.33 .071 11.0251 v 0.239121.6 27 .103 1.33 .10011.3314 27 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] i 1 Fbzfk... Cb CmyCmz Ean 23.7611.3..1.2671.851H1-2 23.7611.341.441 1.85 I H 1 -2 23.7611.341.4411.851H1-2 23.7611.341.4411.85 I H 1 -2 23.7611.341.441I.85 1H1 -2 23.7611.3.42671.851H1-2 23.7611.341.4411 .851 H 1 -2 23.7611 .341.4411.851 H 1 -2 23.7611.341.441I.85IH1 -2 23.7611.341.441 .s51H1 -2 23.7611.3.1.267 .851H1-2 23.7611.341.4411.85 I.341.4411.851H1-2 23.7611.341.4411_851H1 -2 23.7611.341.4411.851H1-2 23.7611.341.4411.851H1-2 23.7611.3..1.2671.851H1-2 23.76 1.3..1.2671.85I H 1 -2 23.76 1.3...2671.851H 1 -2 23.7611.3...2671.851H1 23.7611.3..1.2671.851H1 2 111 23.7611.3.1.267 .851H1 23.7611.3.1.267 .85I.851H 23.7611.3.4.2671.851H1-2 23.7611.3..4.2671.851H1 -2 23.7611.3.1.2671.851H1-2 23.7611.3.1.2671.85 H1 -2 23.7611.3.1.2671.85 H1 -2 23.7611.311.3541.851H1-2 23.7611.5.1.4481.851H1-2 23.7611.3.1.3561.851H1-2 23.7611 1 .4.3181.85IH1 -2 23.7611.341.4411.85IH1 -2 23.7611.341.4411.851H1-2 23.7611.34.4411.851H1-2 23.7611.34.4411.851 H1 -2 23.7611.2..4.3541.851111 -2 23.7611.5.4.4451.851H1-2 23.7611 411.3571.851 H 1 -2 23.7611.0..1.3021.851H1 23.761 1 I .6 I .6 IH1 1 23.761.3.1.5141.851H1-2 23.76 1.3.1.2191.85I 111 23.7611.3.1.5141.851H1-2 23.7611.3..4.5141.85IH1 -2 23.7611.3.1.5141.851H1-2 23.7611.3..4.3181.851 H1 -2 23.7611.3.1.3181.851H1-2 23.7611.3.4.3181.851H1 -2 23.7611.2..4.3541.85 I H 1 -2 23.761111.2481.851H2-1 23.7611.3-1.361.851H1-2 23.76114 .1.281.85I H 1-2 23.7611.3.1.3571.851H1-2 23.761 H2 -1 23.7611.3-13571.851H1-21 23.76114.1.2661.851H1 -21 Page 483 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 6426 6427 6428 6429 6430 6431 6432 6433 6434 6435 6436 6437 6438 6439 6440 6441 6442 6443 6444 6445 6446 6447 6448 6449 6450 6451 6452 6453 6454 6455 6456 6457 6458 6459 6460 6461 6462 6463 6464 6465 6466 6467 6468 6469 6470 6471 6472 6473 6474 6475 6476 6477 6478 6479 6480 6481 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 Member Shaoe M93 W14X53 UC Max LocfftjShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .138 11..33 .075 1.7761x121.239 21.6 27 23.7611.3..1.3571.851111 -2 .095 t33 .046 1.8171v121.239 21.6 27 23.7611.2..1.2621.851H2 1 _113 1.33 .071 11.025Iv121.239 21.6 27 23.76I1.3..1.3571.85IH1 -2 .103 1.33 .10011.331v121.239 21.6 27 23.761144.2661.851H1-2 .138 1.33 .0751.7761v21.239 21.6 27 23.76I1.3..1.3571.851H1 -2 .095 1.33 .046 1.817Iv 1.239 21.6 27 23.76112..1.2621.851H21 .113 1.33 .071 11025k/21.239 21.6 27 23.76I1.3..1.3571.851H1 -2 .103 1.33 .10011.331x21.239 21.6 27 23.76114 .1.2661.851H1 .088 0 .03311.039141.239 21.6 27 23.7611.2..1.3551.851H1 -2 .044 0 .006 1.66512121..239 21.6 27 23 7611.0..1.2551.851H2 -1 .105 0 .033 1.6651z 21.239 21.6 27 23.7611.3..1.3591.851H1-2 .086 1.33 .070 1 .72 1v21.239 21.6 27 29 7611.591.2741.851H1 -2 .123 1.33 .0761.762Iv21.239 21.6 27 23.7611.3..1.5141.85IH1 -2 .159 1.33 .108 1.7341v121.239 21.6 27 23.7611.3..1.2851.851H1 .159 1.33 .1081.7341v21.239 21.6 27 23.7611.342851.851H1 -2 .159 1.33 .108 1.7341 x 21.239 21.6 27 23.7611.3..1.2851.851 H 1 -2 .098 1.33 .077 11.011 I v 21.239 21.6 27 23.7611.3..1.9841.85 I H 1 -2 .105 1.33 .065 1.762Iv21.239 21.6 27 23.7611.3..1.5141.851H1 -2 .105 1.33 .065 1.762141.239 21.6 27 23.7611.3..15141.851H1 -21 .105 1.33 .065 1.7621■1.239 21.6 27 23.761.3..1.5141.851H1 -21 .105 1.33 .065 1.762Iv121.239 21.6 27 23.761.3..1.5141.851H1 -2 .098 1.33 .07711.0111v21.239 21.6 27 23.7611.3..1.9841.851111 -2 .105 1.33 .065 1.762I v 21 .239 21.6 27 23.7611.3..1.5141.851111 -2 .105 1.33 .065 1.7621x21.239 21.6 27 23.7611.3..1.5141.851H1 .105 1.33 .065 1.7621 v 21.239 21.6 27 23.7611.345141.851H1-2 .105 1.33 .065 1.762Iv21.239 21.6 27 23.7611.3..1.5141.85 H1 -2 _098 1.33 .077 11.011Iv21.239 21.6 27 23.7611.3..1.9841.85 H1 -2 .105 1.33 .0651.7621x21.239 21.6 27 23.7611.3..1.5141.851H1 -2 .105 1.33 .0651.7621v21.239 21.6 27 23.7611.3..1.5141.851H1 -2 _105 1.33 .0651.7621x21.239 21.6 27 23.7611.3..1.5141.851H1 -2 .105 1.33 .065 1.762141.239 21.6 27 23.7611.3..1.5141.851H1 -2 .098 1.33 .07711.0111v21.239 21.6 27 23.7611.3..1.9841.851H1 -2 .098 1.33 .077 11.0111v121.239 21.6 27 23.7611.3..1.9841.851111 -2 .098 1.33 .077 11.0111x21.239 21.6 27 23.7611.3..1.984 _851H1 -2 .098 1.33 .07711.0111x21.239 21.6 27 23.7611.3..1.984.851H1 -2 .098 1.33 .077 11.0111 v 21.239 21.6 27 23.7611.3..1.9841.851111 -2 .098 1.33 .07711.0111x121.239 21.6 27 23.7611.3..1.9841.851H1 -2 .098 1.33 .07711.0111x21.239 21.6 27 23.7611.349841.851111 -2 .098 1.33 .07711.0111x21.239 21.6 27 23.7611.3..1.9841.85IH1 -2 .098 1.33 .077 11.0111 v 21.239 21.6 27 23.7611.3..1.9841.851H1-2 .098 1.33 .077 11.0111y21.239 21.6 27 23.7611.3..1.9841.851H1 -2 .098 1.33 .077 11.01114 1.239 21.6 27 23.7611.3 ;.1..9841.851H1 -2 .098 1.33 .07711.0111v 1.239 21.6 27 23.7611.3..1.9841.85IH1 -2 .171 1.33 .0791.817Iv21.239 21.6 27 23.7611.3..1.3561.851H1 -2 .089 1.33 .024 11 1221v21.239 21.6 27 23.7611 1 .1.2581.851H2 -1 .166 1.33 .0761.748Iv21.239 21.6 27 23.7611.3..1.3581.851H1 -2 .146 1.33 .130 1 .79 l v 21.239 21.6 27 23. H 1 -2. .079 1.33 .049 1.7621 v 21.239 21.6 27 23.7611.3..1.5141.851H1-2 .079 1.33 .0491.762Iv21.239 21.6 27 23.7611.3..1.5141.851H1 -2 .079 1.33 .049 1.7621 v 21.239 21.6 27 23.7611.3..1.5141.851H1-2 .079 1.33 .049 1.762I v 21.239 21.6 27 23.7611.3..1.5141.851H1-2 .126 0 .050 11.151x121.239 21.6 27 23.7611.2..1.3551.851H1 -2 .064 0 .0091.6651221.239.21.6 27 23.7611.042541.851H2 -1 .152 0 .0481.707Iy21.239 21.6 27 23.7611.3..�.359.85IH1 -2 .177 1.33 .102 I .72 Iv21.239 21.6 27 23.7611.58.274.851H1 -2 .000 0 .000 I 0 Iz116.443 21.6 27 21.61 1 I .6 I .6 IH1 1 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 484 Company Green Creek Wood Products Designer JFB Job Number 10860 Member AISC ASD Steel Code Checks (By Item) (Continued) 6482 6483 6484 6485 6486 6487 6488 6489 6490 6491 6492 6493 6494 6495 6496 6497 6498 6499 6500 6501 6502 6503 6504 6505 6506 6507 6508 6509 6510 6511 6512 6513 6514 6515 6516 6517 6518 6519 6520 6521 6522 6523 6524 6525 6526 6527 6528 6529 6530 6531 6532 6533 16534 16535 16536 16537 LC 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 571 Member Shape UC Max .059 .102 .059 .059 .059 .091 .091 .091 .072 .075 .060 .067 .101 .103 .091 .096 .101 .103 .091 .096 .101 .103 .091 .096 .049 .052 .037 .043 .083 .139 .139 .139 .092 .071 .071 .071 .071 .092 .071 .071 .071 .071 .092 .071 .071 .071 .071 .092 .092 .092 .092 .092 .092 .092 .092 .092 Barker Support Locfft]Shea...Lo ft ...Fa ksi O .022 0 v16.443 0 .078 0 v116.443 O .022 0 v116.443 0 .022 0 v116.443 0 .022 0 v116.443 0 .064 0 v116.443 0 .064 0 v116.443 0 .064 0 v116.443 O .023 0 v116.443 0 .024 0 v116.443 0 .021 0 v116.443 0 .020 0 v116.443 O .065 0 v116.443 0 .066 0 v116.443 0 .063 0 v116.443 0 .063 0 v116.443 0 .065 0 v116.443 0 .066 0 V1 0 .063 0 v116.443 0 .063 0 v116.443 0 .065 .0 v116.443 0 .066 0 v116.443 0 .063 0 v116.443 0 .063 0 v116.443 O .014 0 v116.443 0 .015 0 v116.443 O .012 0 v116.443 O .011 0 v116.443 0 .031 0 v116.443 O .117 0 v116.443 0 .117 0 v116.443 0 .117 0 v116.443 O .055 0 v116.443 O .026 0 v116.443 0 .026 0 v116.443 0 .026 0 v116.443 O .026 .0 v116.443 0 .055 0 v116.443 O .026 0 v116.443 0 .026 0 v116.443 0 .026 0 v116.443 0 .026 0 v116.443 0 .055 0 v116.443 O .026 0 v116.443 0 .026 0 v116.443 0 .026 0 v116.443 0 .026 0 v116.443 0 .055 0 v116.443 O .055 0 v116.443 0 .055 0 v116.443 O .055 0 v116.443 0 .055 0 v116.443 0 .055 0 v116.443 0 .055 0 v116.443 O .055 0 v116.443 0 .055 0 v116.443 ksi 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 Checked By Fb k...Fbzfk... Cb CmvCmz Ean 27 21.611 7 1.3891.861H2 27 21.6 1 7 .[.2681.851H1-2 27 21.6 1 7 .(.3891.85 I H2 1 27 21.6 11 7 .[.3891.861H2 1 27 21.6 11 7 .1..3861.8511 27 21.6 11 7 (.254(. 85 I H 1 -2 27 21.6 11 7 .4.2541.861H1-2 27 21.6 11 7 .4.2641.851H 27 21.611 7 ..2941.851H2 1 27 21.6 11.8.1 .3 1.851H -2 27 21.611 7 .[.2931.851H2 1 27 21.6 11.6..1.2971.851 H2 1 27 21.6 11 7 4.2861.8511 27 21.611 761.3 1.851H 27 21.6 11 7 .4.2981.851H1-21 27 21.6 11.6-4.2971.851H2 1 1 27 21.611 7 .4.2891.851H1-21 27 21.611 761 .3 1.851H 27 21.6 11 7 .[.2981.851H1-2 27 21.6 11.6..1.2971.851H2 1 27 21.611 7.4.2891.851H1-21 27 21.6 11 761 .3 1.851H 27 21.6 11 7 4. 27 21.6 11.64.2971.851H2 1 1 27 21.6 11 7 4.2641.851H2-1 27 21.6 11.9 .1 .3 1.85011 27 21.6 11 7 4.2931.851H2 1 27 21.6 11.5..(.2981.851 H2 1 27 21.6 11 7.4.3891.851 H2 1 27 21.6 11.6..4.2791.851 H 1 -2 27 -21.611.6..1.2791.851H1 -2 27 21.6 11.6..[. 27 91.851H 1 -2 27 21.611 7 (.2151.851 H 1 -2 27 21.611 7 .4.3591.851H2 1 27 21.611 7 .4.3891.851112 1 27 21.611 7 4. 27 21.611 7 .4.3891.851H2-1 27 21.611 7 .4.2151 851 H 1 -2 27 21.6 11 7 .1.3891.851 H2 1 27 2 1 6 1 1 7 1 3 6 9 1 8 5 1 1 1 2 1 27 21.611 7 .1.3891.851H2 1 27 21.6 11 7 .1.3591.851H2 1 27 21.611 7 .4.2151.851 H1 -2 27 21.611 7 .4.3891.851 H2 1 27 21.611 7 .1.3591.851H2 1 27 21.6 11 7 .[.3891.851 H2 1 27 21.611 7 .0891.85 I H2 1 27 21.6 11 7 .4.2151.851H1-2 27 21.611 7 .4.2151.851111-2 _27 21.6 11 7 .4.2151.851 H1 2 27 21.611 7 .4.2151.85 I H 1 2 27 21.6 1 7 .4.2151.851H1-2 27. 21.6 1 7 .4.2151.851H1-2 27 21.611 7 .1.2151.85 I H 1 -2 27 21.611 7 1.2151.851H1 -2 27 21.6117.4.2151.851H1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 485 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 6538 6539 6540 6541 6542 6543 6544 6545 6546 6547 6548 6549 6550 6551 6552 6553 6554 6555 6556 6557 6558 6559 6560 6561 6562 6563 6564 6565 6566 6567 6568 6569 6570 6571 6572 6573 6574 6575 6576 6577 6578 6579 6580 6581 6582 6583 6584 6585 6586 6587 6588 6589 6590 6591 6592 6593 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Shape M94 W14X53 UC Max .092 .092 .092 .111 .115 .093 .103 .053 053 .053 .053 .072 .077 .055 .064 .000 .005 .028 .005 .005 .005 .023 .023 .023 .009 .028 .010 .029 .025 .029 .021 028 .025 .029 .021 .028 .025 .029 .021 .028 .009 ,028 .009 .029 .008 .043 .043 .043 .018 .007 .007 .007 .007 .018 .007 .007 Loc[ftlShea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ban 0 .0551 0 v116.443121.6 27 21.6117.1.2151,851H1 -21 O .055 1 0 vI16.443 21.6 27 21.6 11 7.1.2151.851H1 -21 O .055 I 0 v116.443 21.6 27 21.611 7.1.215I.85 H1-21 0 .056 0 06.443 21.6 27 21.6 11 7.1.2921.85 H1 -2 0 .057 0 v116.443 21.6 27 21.6 11.8..1 .3 1.851H1 -2 0 .053 0 06.443 21.6 27 21.611 7.1.2951.851H1 -2 0 .052 0 v116.443 21.6 27 21.6 11.6..1.2981.851H2-1 O .020 0 v116.443 21.6 27 21.611 7 .1. .3891.85 1 H2 1 O .020 0 v116.443 21.6 27 21.611 7.1.3891.851H2 -1 0 .020 0 /116.443 21.6 27 21.6 11 7 .1.3891.851 H2 1 0 .020 0 ,116.443 21.6 27 21.611 7.1.3891.851H2 -1 0 .021 0 v116.443 21.6 27 21.611 7.1.2941.851H2 -1 0 .022 0 v116.443 21.6 27 21.6 11.9..1 .3 11.851H1 -2 0 .018 0 06.443 21.6 27 21.6 11 7.1.2931.851H2 1 0 .017 0 v116.443 21.6 27 21.6 11.5..1.2981.851H2-1 0 .000 0 z119.674 21.6 27 23.761 1 1.6 I .6 I H 1 1 5.4 .006 5.4 v 119.674 21.6 27 23.7611 721.2571.851H1-2 5.4 .031 5.4 y-119.674 21.6 27 23.7611 7..456.85IH1 2 5.4 .006 5.4 v119.674 21.6 27 23.7611 721.257 .8511-11-2 5.4 .006 5.4 v 119.674 21.6 27 23.7611 721.2571.851H1-2 5.4 .006 5.4 v119.674 21.6 27 23.7611 721.2571.85 I H 1 -2 5.4 .025 5.4 x119.674 21.6 27 23.7611 7.1.3981.851H1 -2 5.4 .025 5.4 v119.674 21.6 27 23.7611 7.1.3981.851 H1 -2 5.4 .025 5.4 v119.674 21.6 27 23.7611 7.1.3981.851H1 -2 5.4 .007 5.4 v119.674 21.6 27 23.7611 731.6111.851H2 -1 0 .006 5.4 y119.674 21.6 27 23.7611.5...492[.851H2-1 O .006 5.4 v119.674 21.6 27 23.7611.7 .5841.851H1-2 0 .006 1 5.4 x119.674 21.6 27 23.7612.0..1.4871.851H1 -2 5.4 .0251 5.4 v119.674 21.6 27 23.7611 7.1.6061.851H2 -1 5.4 .025 5.4 ■119.674 21.6 27 23.7611 7.1.491.851H2 1 5.4 .024 15.4 vI19.674 21.6 27 23.7611 7.1.5881.851H1 -2 5.4 .025 5.4 09.674 21.6 27 23.7611 7.1.4881.851H1 -2 5.4 .025 5.4 v 119.674 21.6 27 23.7611 7 ..6061.851H2 1 5.4 .075 5.4 v119.674 21.6 27 23.7611 7 ..491.851H2 1 5.4 .024 5.4 v119.674 21.6 27 23.7611 7.1.5881.851 H1 -2 5.4 .075 5.4 v119.674 21.6 27 23.7611 7.1.4881.851H1 -2 5.4 .025 5.4 v119.674 21.6 27 23.7611 7 .1.6061.851H2-1 5.4 .025 5.4 v 119.674 21.6 27 23.7611 7.1.491.851 1 -1 5.4 .024 5.4 v119.674 21.6 27 23.7611 7.1.5881.851H1 -2 5.4 .025 5.4 1v119.674 21.6 27 23.7611 7.1.4881.85 H1 -2 0 .004 5.4 1v119.674 21.6 27 23.7611 7.1.6051.85 H2 -1 O .004 5.4 1V119.674 21.6 27 23.7611 491.4911.851H2-1 0 .003 5.4 I v 119.674 21.6 27 23.7611.671.5891.851H1-2 0 .004 5.4 1v119.674 21.6 27 23.7612.31.4881.85IH1 -2 5.4 .009 5.4 Iy119.674 21.6 27 23.7611 72.257.851 H1 -2 5.4 .046 5.4 1v119.674 21.6 27 23.7611 75.543 .851H1-2 5.4 .046 5.4 lv 19.674 21.6 27 23.7611 751.5431.851H1-2 5.4 .046 5.4 Iv 19.674 21.6 27 23.7611 751.5431.851H1-2 5.4 .020 5.4 109.674 21.6 27 23.7611 7.1.331.851H1 -2 5.4 .008 5.4 1v119.674 21.6 27 23.7611 721.2571.851H1 -2 5.4 .008 5.4 1v119.674 21.6 27 23.7611 72 1. 2 5 7 1.851H1 21 5.4 .008 5.4 1x119.674 21.6 27 23.7611 721.2571.$5 H1-21 5.4 .008 5.4 1v119.674 21.6 27 23.7611 721.2571.85 H1 -21 5.4 .020 5.4 109.674 21.6 27 23.7611 7 1.331.851H1 -21 5.4 .008 5.4 1v119.674 21.6 27 23.7611 721.2571.851H1 -2 5.4 .008 5.4 109.674 21.6 27 23.7611 721.2571.851H1 -2 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 486 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) I LC Member 6594 42 6595 43 6596 44 6597 45 6598 46 6599 47 6600 48 6601 49 6602 50 6603 51 6604 52 6605 53 6606 54 6607 55 6608 56 6609 57 6610 58 6611 59 6612 60 6613 61 6614 62 6615 63 6616 64 6617 65 6618 66 6619 67 6620 68 6621 69 6622 70 6623 71 6624 72 6625 1 M95 6626 2 6627 3 6628 4 6629 5 6630 6 6631 7 6632 8 6633 9 6634 10 6635 11 6636 12 6637 13 6638 14 6639 15 6640.16 6641 17 6642 18, 6643 19 6644 20 6645 21 6646 22. 6647 23 6648 24 6649 25 1 Shane UC Max LocfftlShea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean .007 5.4 .008 5.41vl19.674 27 23.7611721.2577 .007 5.4 .008 5.4 1v1 674 21.6 27 23.7611721.2571.851H1-2 .018 5.4 .020 5.4 1v119.674 21.6 27 23.7611 7.1.331.851H1 -2 .007 5.4 .008 5.4 1v119674 21.6 27 23.7611 721.2571.85 .007 5.4 .008 5.4 1v119.674 21.6 27 23.7611 721.2571.851H1 -2 .007 5.4 .008 5.4 1v119.674 21.6 27 23.7611 721.2571.85 .007 5.4 .008 5.4 Iv1 21.6 27 23.7611 721.2571.851H1 -2 .018 5.4 .020 5.4 Iv1 21.6 27 23.7617 .1.331.851H .018 5.4 .020 5.4 1v119.674 21.6 27 23.761 7 .1.331.851H 1 .018 5.4 .020 5.4 v 19.674 21.6 27 23.7611 7.1.331.851H1 -2 .018 5.4 .020 5.4 v19.674 21.6 27 23.7611 7 1.331.851 2 .018 5.4 .020 5.4 Iv119.674 21.6 27 23.7611 7.1.331.851H1 -2 .018 5.4 .020 5.4 Iv1 21.6 27 23.7611 7 1.331.8511111 -2 .018 5.4 .020 5.4 1v119.674 21.6 27 23.7611 7 1.331.85 IHI .018 5.4 .020 5.4 1v119.674 21.6 27 23.7611 7 ..331.851F11-2 .018 5.4 .020 5.4 109.674 21.6 27 23.761 7 ..331.851H1-2 .018 5.4 .020 5.4 1v119.674 21.6 27 23.7611 7.1.331.851H -2 .018 5.4 .020 5.4 1v119.674 21.6 27 23.761 7 1.331.851 111 .018 5.4 .020 5.4 109.674 21.6 27 23.7617 1.331.55IH .023 5.4 .021 5.4 1v1 21.6 27 23.761 7.1.6051.851112 1 .041 0 .020 5.4 1v1 21.6 27 23.761 .017 5.4 .019 5.4 1v1 21.6 27 23.7611 741.5891.851 H 1 -2 .041 0 .020 5.4 1v 119.674 21.6 27 23.761 .005 5.4 .006 5.4 1v119.674 21.6 27 23.7611 721.2571.851H1-2 .005 5.4 .006 5.4 1v119.674 21.6 27 23.7611 721.2571.851H1 -2 .005 5.4 .006 5.4 109.674 21.6 27 23.7611 721.2571.851H1-2 .005 5.4 .006 5.4 109.674 119.674 21.6 27 23.7611 721.2571.851111 -2 .012 0 .007 5.4 109.674 21.6 27 23.7611 7.1.6051.851112 1 .041 0 .006 5.4 1v119.674 21.6 27 23.76114 1. IH2 1 .013 0 .005 5.4 1v119.674 21.6 27 23.7611.6..1.5891.851111 -2 .041 0 .006 -5.4 1v119.674 21.6 27 23.7612.31.4881.851H1 -2 W14X53 .000 0 .000 0 1z12 21.6 27 23.761 1 I .6 I .6 1H 1 .092 0 .043 .6231v12 21.6 27 23.7612.0..1.6021.851H 2 .148 0 .157 .5821v121.248 21.6 27 23.7611.5..1.6741.851H1-2 .092 0 .043 .6231v 1248 21.6 27 23.7612.0.1.6021.851H1 -2 .092 0 .043 .6231v121.248 21.6 27 23.7612.0.1.6021.851H1 -2 .092 0 .043 .623101.248 21.6 27 23.7612.0..1.6021 -2 .134 0 .129 .596101.248 21.6 27 23.7611.6..1.6441.851H1 -2 .134 0 .129 .5961 v 121.248 21.6 27 23.7611.6 1.6441.851H1 2 .134 0 .129 .5961v121.248 21.6 27 23.7611.6 .1. 644 1.851H 1 I .155 1.3 .067 .65 1z121.248 21.6 27 23.7612.0..1.3961.851112 1 .214 1.3 .075 .65 1z121.248 21.6 27 23.7612.1 .1.4591.851111 -2 .096 1.3 .038 .65 Iz121.248.21.6 27 23.7611.9..1.3831.851111 -2 .162 1.3 .051 .65 1z121.248 21.6 27 23.7611.8.1.4551.851112 1 .175 0 .139 .6091v121.248 21.6 27 23.7611.6..1.3961.851H1-21 .184 0 .136 .609101.248 21.6 27 23.7611.6..1.4591.851H1 -21 .130 0 .118 .542Iv12 21.6 27 23.7611.5..1.3831.851H1 -21 .148 0 .121 .5551v121.248 21.6 27 23.7611.5..1.4551.851H21 I .175 0 .139 .609 v121.248 21.6 27 23.7611.6.1.3961.851H1-2 .184 0 .136 .609 v11.248 21.6 27 23.7611.6..1.4591.851H1 -2 .130 0 .118 .542101.248 21.6 27 23.7611.5...3831.851H .148 0 .121 1.5551 01.248 121.248 21.6 27 23.7611.5...4651.851H2 I .175 0 .139 1.6091 01.248 121.248 21.6 27 23.7611.6.1.3961.851H1-21 .184 I 0 .136 1.609101.248 21.6 27 23.7611.6..1.4591.851H1-21 1 .130 1 0 .1181.5421x121.248 21.6 27 23.7611.5..1.3831.85IH 1 .148 I 0 .121 L55510 121.248 21.6 27 23.7611.5.1.4551.851H2 1 I RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 487 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 6650 6651 6652 6653 6654 6655 6656 6657 6658 6659 6660 6661 6662 6663 6664 6665 6666 6667 6668 6669 6670 6671 6672 6673 6674 6675 6676 6677 6678 6679 6680 6681 6682 6683 6684 6685 6686 6687 6688 6689 6690 6691 6692 6693 6694 6695 6696 6697 6698 6699 6700 6701 6702 6703 16704 16705 LC Member 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M96 2 3 4 5 6 7 8 9 Shaoe W14X53 UC Max .124 .182 .066 .132 .129 .199 .199 .199 .139 .111 .111 .111 .111 .139 .111 .111 .111 .111 .139 .111 .111 .111 .111 .139 .139 .139 .139 .139 .139 .139 .139. .139 .139 .139 .139 .218 .259 .131 .202 .083 .083 .083 .083 .180 .263 .097 .191 .000 .014 .136 .014 .014 .014 .105 .105 .105. LocfftlShea.. 1.3 1.3 1.3 1.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.3 0 1.3 0 0 0 0 1.3 1.3 1.3 1.3 0 4 489 4.585 4 489 4 489 4 489 4.585 4.585 4.585 .050 .059 .021 .035 .060 .234 .234 .234 .108 .051 .051 .051 .051 .108 .051 .051 .051 .051 .108 .051 .051 .051 .051 .108 .108 .108 .108 .108 .108 .108 .108 .108 .108 .108 .108 .128 .122 .089 .095 .038 .038 .038 .038 .074 .086 .032 .052 .000 .003 .127 .003 .003 .003 .096 .096 .096 Locfft Fafksil .65 1z121.2481 .65 Iz121.248 .65 IzI21.248 .65 1z121.248 .6231 v 121.248 .515141.248 .5151v121.248 .5151 /121.248 .6091 v 121.248 .623k/I21.248 .6231 41.248 21.248 .6231v121.248 .6231 v 121.248 .609141.248 .6231 v 121.248 .6231v121.248 .623141.248 .6231 41.248 21.248 .6091v121.248 .6231v121.248 .6231 v 21.248 .6231 v 21.248 .6231 v 21.248 .6091v 21.248 .6091 v 21.248 1 2 .609.6091 v v 21.248 1.248 1 v .609 v 21.248 121.248 .6091v21.248 .6091 v 21.248 .6091 41.248 121.248 .6091v121.248 .6091 v 21.248 .6091 v 21.248 .6231V121-248 .6231v121.248 .5551 v 21.248 .5821 v 21.248 .6231 v 21.248 .6231v21.248 .6231 v 21.248 .6231 v 21.248 .65 Iz21.248 .65 Iz21.248 .65 I z 21.248 .65 Iz21.248 0 Iz117.694 9.17k/117.694 9.171 07.694 117.694 9.171v117.694 9.1711/117.694 9.17107.694 9.171v117.694 9.171v117.694 9.171 v 117.694 Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon 21.6 1 27 23.7612.0..1.3941.85 H2 1 21.6 1 27 23.76 2.2..1.4581.85 H1-2 21.6 127 23.761 791.3861.85 H1-2 21.6 127 23.761 7.1.4561.85 I H2 -1 21.6 1 27 23.762.0..1.6021.851H1 -2 21.6 27 23.761-5-1.7531.851H1-2 21.6 27 23.76 1.5..1.7531.85I H1 -2 21.6 27 23.761.5..1.7531,851H1 -2 21.6 27 23.76 1.6.-1.621.851 H1 -2 21.6 27 23.76 2.0..1.6021.851H1-2 21.6 27 23.762.0••1.6021,851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.76 1.6-1.62 1.85I H 1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.76 2.0..1.6021.851H1-2 21.6 27 23.76 2.0 .1.6021.85I H 1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.761.6..1.621.851H1 -2 21.6 27 23.761.6••1.621.851H1 -2 21.6 27 23.76 1.6-1.621.851H 1 -2 21.6 27 23.76 1.6-1.621.851H 1 2 21.6 27 23.76 1.6-1.62 1.85 I H 1 -2 21.6 27 23.761.6.•1.621.851H1 -2 21.6 27 23.761.6- 1.621.851H1 -2 21.6 27 23.761 7 .1.3941.851 H2 -1 21.6 27 23.761 7 ..4591.851H1-2 21.6 27 23.76 1.5..1.3851.851H1 -2 21.6 27 23.76 1.5..1.4551.851 H2 1 21.6 27 23.76 2-0..1.6021.85 1H 1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.762.0..1.6021.851H1 -2 21.6 27 23.76 2.0-.1.6021.851H1-2 21.6 27 23.76 2.091.3941.851H2 1 21.6 27 23.76 2.2..1.4581.85 H1 -2 21.6 27 23.76 1.8..1.3851.85 H1 -2 21.6 27 23.761 7.1.4561.85 I H2 1 21.6 27 21.6 1 I .6 I .6 I H 1 1 21.6 27 21.6 1 I .6 1.85 I H 1 -2 21.6 27 21.6 1 1.2451.85 I H 1 -2 21.6 27 21.6 1 I .6 1.851 H1 -21 21.6 27 21.6 1 I .6 1.85 I H 1 -2 21.6 27 21.6 1 1 .6 1.851 H1 -2 21.6 27 21.6 1 1.2511.851 H1 -2 21.6 27 21.6 1 1.2511.851H1-2 21.6 27 21.6 1 1.2511.851H1-2 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 488 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member MSC ASD Steel Code Checks (By Item) (Continued) 16706 16707 16708 6709 6710 6711 6712 6713 6714 6715 6716 6717 6718 6719 6720 6721 6722 6723 6724 6725 6726 6727 6728 6729 6730 6731 6732 6733 6734 6735 6736 6737 6738 6739 6740 6741 6742 6743 6744 6745 6746 6747 6748 6749 6750 6751 6752 6753 6754 6755 6756 6757 6758 6759 6760 6761 LC 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Member Shane UC Max .025 .080 .018 .080 .112 .112 .108 .111 .112 .112 .108 .111 .112 .112 .108 .111 .020 .076 .012 .076 .020 .211 .211 .211 .078 .017 .017 .017 .017 .078 .017 .017 .017 .017 .078 .017 .017 .017 .017 .078 .078 .078 .078 .078 .078 .078 .078 .078 .078 .078 .078 .093 .110 .083 .109 .013 LocfftlShea...Locfftl... Fafksil 3.439 .003 19.171v117.694 0 .00419.171v117.694 3.439 .003 19.171v117.694 9.17 .004 1 0 107.694 117.694 4.585 .096 19.171v117.694 3.534 .097 19.171 07.694 117.694 4.585 .096 19.171v117.694 5.636 .097 I 0 1v117.694 4.585 .096 19.171 07.694 117.694 3.534 .097 19.171 07.694 117.694 4.585 .09619.171v 17.694 5.636 .097 I 0 1v 17.694 4.585 .096 19.171 v 17.694 3.534 .097 19.171v117.694 4.585 .096 19.171 07.694 117.694 5.636 .097 I 0 107.694 117.694 2.77 .002 19.171 07.694 117.694 0 .004 14.5851z117.694 2.675 .002 19.171 07.694 117.694 9.17 .004 1 4 585 1z1 17 694 4 489 .005 19.171v117.694 4.585 .202 19.171 07.694 117.694 4.585 .202 19.171v117.694 4.585 .202 19.171v117.694 4.585 .066 1 9.171 v 117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 v 117.694 4.585 .066 19.171 07.694 117.694 4 489 .004-19.171V117.694 4 489 .004 19.171 v 117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 07.694 117.694 4.585 .066 19.171v117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 07.694 117.694 4 489 .004 19.171 07.694 117.694 4.585 .066 19.171V1 694 4.585 ,066 19.171v117.694 4.585 .066 19.171 v 117.694 4.585 .066 19.171 07.694 117.694 4.585 .066 19.171v117.694 4:585 .066 19:171v117.694 4.585 .066 19.171 07.694 117.694 4.585 .066 19.171v117.694 4.585 .066 19.171 07.694 117.694 4.585 .066 19.171v117.694 4.585 .066 19.171 07.694 117.694 4.585 .066 19.171v117.694 4 489 .066 19.171v117.694 1 719 .06819.171v117.694 4 489 .066 19.171v117.694 7 451 .067 1 0 107.694 11 4 489 .003 19.171 07.694 117.694 Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean 21.6 27 21.6 1 1.8161.851H2-1 21.6 27 21.6 1 1.2051.851M-2 21.6 27 21.6 1 l. 21.6 27 21.6 1 .2061.851H2 1 21.6 27 21.6 1 .7791.851H2-1 21.6 27 21.6 1 .2051.851H1-2 21.6 27 21.6 1 .8561.85 H1 21.6 27 21.6 1 12061.85 H2 1 21.6 27 21.6 1 1.7791.851H2 1 21.6 27 21.6 1 .2051.851111 -2 21.6 27 21.6 1 .8581.851H1-2 21.6 27 21.6 1 200.851112 21.6 27 21.6 1 .7791.851112 -1 21.6 27 21.6 1 .2051.851M-2 1 -2 21.6 27 21.6 1 .8561.851H1-2 21.6 27 21.6 1 .2061.85 I H2 1 21.6 27 21.6 1 .8151.851H2 1 21.6 27 21.6 1 .2051.851H1-2 21.6 27 21.6 1 •8151.851H1 -2 21.6 27 21.6 1 1 21.6 27 21.6 1 .6 1.851111-2 21.6 27 21.6 1 .241.851H1-2 21.6 27 21.6 1 .241.851H1-2 21.6 27 21.6 1 .241.851 H1 -2 21.6 27 21.6 1 .2721.851H1-2 21.6 27 21.6 1 .6 1.851 H 1 -2 21.6 27 21.6 1 .6 1.851H1-2 21.6 27 21.6 1 .6 1.851 H1 -2 21'.6 27 21.6 1 .6 1.851H1 -2 21.6 27 21.6 1 •2721.851H1 -2 21.6 27 21.6 1 .6 1.851H1-2 21.6 27 21.6 1 .6 1.851 H 1 -2 21.6 27 21.6 1 .6 1.851H1-2 21.6 27 21.6 1 .6 1.851111-2 21.6 27 21.6 1 .2721.851 H 1 -2 21.6 27 21.6 1 .6 1.851111-2 21.6 27 21.6 1 .6 1.851 H1 -2 21.6 27 21.6 1 .6 1.851 H1 -2 21.6 27 21.6 1 .6 1.85011-2 21.6 27 21.6 1 •2721.851H1 -2 21.6 27 21.6 1 2721.85IH1 -2 21.6 27 21.6 1 .2721.851H1 -2 21.6 27 21.6 1 .2721.851H1 -2 21.6 27 21.6 1 .2721.85 I H 1 -2 21.6 27 21.6 1 .2721.851H1-2 21.6 27 21.6 1 .2721.85IH1 -2 21.6 27 21.61 1 .2721.851H1 -2 21.6 27 21.6 1 1 .2721.851111 21.6 127 21.6 I- 1 .2721.851H1-2 21.6 1 27 21.6 1 1 .2721.851 H 1 -2 21.6 1 27 21.6 1 1 .2721:851H1-2 21.6 1 27 21.6 1 1 .8021.851H2-1 21.6 1 27 21.6 1 .2051.851H1-2 21.6 127 21.6 1 .8291.851H1-2 21.6 127 21.6 11 .2061.851H2-1 21.6 127 21.6 11 .6 1.851H1 -2 RISA -3D Version 8.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 489 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 6762 6763 6764 6765 6766 6767 6768 6769 6770 6771 6772 6773 6774 6775 6776 6777 6778 6779 6780 6781 6782 6783 6784 6785 6786 6787 6788 6789 6790 6791 6792 6793 6794 6795 6796 6797 6798 6799 6800 6801 6802 6803 6804 6805 6806 6807 6808 6809 6810 6811 6812 6813 6814 6815 6816 6817 Member Shane Mg7 W14X53 1 UC Max LocfftjShea...Locfft``... Falksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean .013 4 489 .003 19.17 vI17.6941 21.6 27 21.6 1 .6 1.85 H1 -2 .013 4489 _00319.171v117694 21.6 27 21.6 1 .6 1.851H1 -2 .013 4489 .003 19.171v117.694 21.6 27 21.6 1 .6 1.851H1 -2 .029 2.866 .003 19.171x117.694 21.6 27 21.6 1 .8151.851H2 -1 .109 0 .005 14.5851z117.694 21.6 27 21.6 1 .2051.85 H1-2 .018 2.77 .003 19.171v117.694 21.6 27 21.6 1 •8151.85 H1 -2 .109 9.17 .005 14.5851z117.694 21.6 27 '21.6 1 .2061.851H21 .000 0 .0001 0 1z121.239 21.6 27 23.76 1 .6 I .6 IH1 1 .092 1.33 .042 1.693Iv121.239 21.6 27 23.761.9... 5881.851H1 -2 .144 1.33 .152 1.7481v121.239 21.6 27 23.761.5... 6441.851H1 -2 .092 1.331 .042 1.693Iv121.239 21.6 27 23.761.9...5881.851H1 -2 .092 1.331 .042 1.6931x121.239 21.6 27 23.761.9...5881.851H1 -2 .092 1.33 .042 1.693Iv121.239 21.6 27 23.761.9...5881.851H1 -2 .131 1.33 .1241 .72 1x121.239 21.6 27 23.76 1.59.6271.851H1 .131 1.33 .1241 .72 1v121.239 21.6 27 23.761.59.6271.851H1 -2 .131 1.33 .1241 .72 1x121.239 21.6 27 23.76 1.59 .6271.851H1 2 .146 0 .063 1.665I z 121.239 21.6 27 23.762.0.. 3871.85I H2 -1 156 0 .049 1.6651 z 121.239 21.6 27 23.76 4521.851 H2 1 .087 0 .0351.665Iz121.239 21.6 27 23.761.8...3691.851H1 -21 .207 0 .073 1.6651 z 121.239 21.6 27 23.762.0.. 4561.85 I H 1 -21 .169 1.33 .135 1.7071v121.239 21.6 27 23.761.6.. .391.851H1 -21 .142 1.33 .117 1.7761v121.239 21.6 27 23.761.5... 4511.851H2 1 .125 1.33 .1141 .79 Iv121.239 21.6 27 23.761.5...3661.851H1 -2 .179 1.33 .132 1.7071 v 121.239 21.6 27 23.76 1.6...4571.851H 1 -2 .169 1.33 .1351.707Iv121.239 21.6 27 23.761.6..1.391.851H1 -2 .142 1.33 .117 1.7761 v 121.239 21.6 27 23.761.5..1.4511.851 H2 -1 .125 1.33 .1141 .79 Iv121.239 21.6 27 23.761.5..1.3661.851H1 -2 .179 1.33 .132 1.7071 v 12 1.239 21.6 27 23.76 1.6.14571.851H 1 -2 .169 1.33 .135 1.707 v121.239 21.6 27 23.761.6..1.391.851H1 -21 .142 1.33 .117 1.776 v121.239 21.6 27 23.761.5..1.4511.851H2 1 .125 1.33 .1141 -.79 Iv121..239 21.6 27 23.761.5..1.3661.851H1 -2 .179 1.33 .132 1.707Iv121.239 21.6 27 23.761.6..1.4571.851H1 -2 .115 0 .047 1.665I z 121.239 21.6 27 23.76 2.0..1.3841.851 H2 -1 .126 0 .033 1.6651z121.239 21.6 27 23.761 7.1.4531.851H2 1 .058 0 .019 1.6651 z 121.239 21.6 27 23.761 7.1.3731.851 H 1 -2 .176 0 .057 1.665 z121.239 21.6 27 23.76 2.1 .1.4551.851H1 .129 1.33 .059 1.693 v121.239 21.6 27 23.761.9..1.5881.851H1 2 .193 1.33 .226 1.901 Iv121.239 21.6 27 23.761.5..1.6711.851H1 -2 .193 1.33 .226 1.901 1/21.239 21.6 27 23.76 1.5.16711.85I H1 -2 .193 1.33 .226 1.901 v121.239 21.6 27 23.761.5..1.6711.851H1 -2 .136 1.33 .105 1.7071v121.239 21.6 27 23.761.6..1.6081.851H1 -2 .110 1.33 .050 1.6931x121.239 21.6 27 23.761.9.15881.851H1 -2 .110 1.33 .050 1.693Iv121.239 21.6 27 23.761.9..1.5881.851H1 -2 .110 1.33 .050 1.6931v 21.6 27 23.761.9..1.5881.851H1 -2 .110 1.33 .050 1.693Iv121.239 21.6 27 23.7611.9..1.5881.851H1 -2 .136 1.33 .105 1.707Iv 21.6 27 23.7611.6..1.6081.851H1 -2 .110 1.33 .050 1.6931v121.239 21.6 27 23.7611.9.1.5881.851H1 -2 .110 1.33 .050 1.6931 v 21.239 21.6 27 23.7611.9.15881.851H1-2 .110 1.33 .05016931v21.239 21.6 27 23.7611.94.5881.851H1-2 .110 1.33 .050 1.6931v21.239 21.6 27 23.7611.9..1.5881.85IH1 -2 .136 1.33 .105 1.7071v121.239 21.6 27 23.7611.6.16081.85IH1 -2 .110 1.33 .050 1.6931v121.239 21.6 27 23.7611.9.1.5881.851H1 -2 .110 1.33 .050 1.6931 v 121.239 21.6 27 23.7611.9.4.5881.851H1-2 .110 1.33 .050 1.6931v121.239 21.6 27 23.7611.9.1.5881.851H1 -2 .110 1.33 .0501.6931v121.239 21.6 27 23.7611.9..1.5881.851H1 -2 .136 1.33 .105 1.7071v121.239 21.6 27 23.7611.6..1.6081.851H1 2 RISA -3D Version 8.0.3 [TA. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 490 Company Green Creek Wood Products Designer JFB Job Number 10860 Member RISC ASD Steel Code Checks (By Item) (Continued) 6818 6819 6820 6821 6822 6823 6824 6825 6826 6827 6828 6829 6830 6831 6832 6833 6834 6835 6836 6837 6838 6839 6840 6841 6842 6843 6844 6845 6846 6847 6848 6849 6850 6851 6852 6853 6854 6855 6856 6857 6858 6859 6860 6861 6862 6863 6864 6865 6866 6867 6868 6869 6870 6871 6872 6873 Member Shaoe M98 W14X53 Barker Support UC Max Locfft1Shea.. Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .136 1.33 .105 .7071v121.2391 21.6 27 123.7611.6..1.6088.851H1 -21 .136 1.33 .105 .707k/21.239 21.6 27 123.7611.6..1.6081.851H1-2 I .136 1.33 .105 .7071v121.239 21.6 27 123.7611.6..1.6081.85IH1 -2I .136 1.33 .105 .7071v21.239 21.6 27 23.7611.6..1.6081.851H1 -21 .136 1.33 .105 .7071 v 21.239 21.6 27 23.7611.6..1.6081.851 H 1 -21 .136 1.33 .105 .7071v21.239 21.6 27 123.7611.6..1.6081.851H1 -21 .136 1.33 .105 .7071v21.239 21.6 27 23.7611.6..1.6081.851H1 -2 .136 1.33 .105 .707421.239 21.6 27 23.761.6..1.608.851H1 -2 .136 1.33 .105 .7071v21.239 21.6 27 23.761.6...608.851H1 -2 .136 1.33 .105 .7071 1.239 21.6 27 23.7611.6..1.6081.851H1 -2 .136 1.33 .105 .707Iv 1.239 21.6 27 23.7611.6..1.6081.851H1 -2 .211 1.33 .125 .6931v 1.239 21.6 27 23.7611.6..1.386 .86IH2 1 .192 0 .092 .7481 v 1.239 21.6 27 23.7611.5..1.452.851 H2 1 125 1.33 .086 .7621/21.239 21.6 27 23.7611.5.1.3711.851H1 -2 251 0 .119 .693101.239 21.6 27 23.7611.6..1.4561.851H1 -2 .083 1.33 .038 .693Iv21.239 21.6 27 23.7611.9.1.5881.851H1 2 .083 1.33 .038 .693Iv21.239 21:6 27 23.7611.9.1.5881.85IH1 -21 .083 1.33 .038 .6931 v 2 21.6 27 23.761 .1.5881.85I H 1 -2 I .083 1.33 .038 .693421.239 21.6 27 23.7611.9.1.588.851H1 -21 .167 0 .069 .6651z21.239 21.6 27 23.7612.0..384 .86IH2 11 .183 0 .049 .6651z21.239 21.6 27 23.7611 7 .453.851H2 11 .085 0 .029 .665 z21.239 21.6 27 23.7611 7..373.851H1 -21 .255 0 .083 .665 z21.239 21.6 27 23.7612.1 .1.4551.851H1 -2 .000 0 .000 0 z119.628 21.6 27 23.761 1 1.6 I .6 IH1 1 .018 0 .009 0 v119.628 21.6 27 23.7611.6...6651.85IH1 -2 .102 0 .046 0 y119.628 21.6 27 23.76 1.6...473 .86 H2 -1 .018 0 .009 0 v119.628 21.6 27 23.761.6..1.665.85 H1 -2 .018 0 .009 0 y119.628 21.6 27 23.76 -2 .018 0 .009 0 v 119.628 21.6 27 23.761.6..1.665 .86I1.6...665851H1-2 .080 0 .037 0 v119.628 21.6 27 23.761.6..1.446.851H2 -1 .080 0 .037 0 v 119.628 21.6 2.7 23.761.6..1.446 .86.851H2-1 .080 0 .037 0 v119.628 21.6 27 23.761.6..1.446.851H2 1 .027 0 .010 .0 v 119.628 21.6 27 23.76 1.6 H2 1 052 0 .010 0 y119.628 21.6 27 23.761.671.608 .86 I H2 1 017 0 .008 0 v119.628 21.6 27 23.76 1.6 ..401 .851H1 -2 .051 0 .008 0 v119.628 21.6 27 23.761.5..1.6081.851H1 -2 .086 0 .038 0 v119.628 21.6 27 23.76 1.6..1.3941.851H2 1 .106 0 .037 0 v119.628 21.6 27 23.761.6..1.611.85 I H2 1 .080 0 .036 0 v119.628 21.6 27 23.761.6..1.381.851 H1 -2 .104 0 .037 0 v 119.628 21.6 27 23.7611.6..1.6061.851 H 1 -2 .086 0 .038 0 v119.628 21.6 27 23.7611.6..1.3941.851H21 .106 0 .037 0 v119.628 21.6 27 23.7611.6..1.611.851H2 1 .080 0 .036 0 v119.628 21.6 27 23.7611.6..1.381.851H1 -2 .104 0 .037 0 v119.628 21.6 27 23.7611.6..1.6061.85IH1 -2 .086 0 .038 0 y_I19.628 21.6 27 23.7611.6...394.851 H2 -1 .106 0 .037 0 v 119.628 21.6 27 23.7611.6..1.61 .85IH2 1 .080 0 .036 0 v119.628 21.6 27 23.7611.6..1.381.851H1 -2 .104 0 .037 0 y119.628 21.6 27 23.7611.6..�.606.851H1 -2 .020 0 .007 .286 v119.628 21.6 27 23.7611.6...38 .85IH2 1 .044 0 .006 0 v119.628 21.6 27 24 7611.6..1.6081.851H2 1 .011 0 .004 0 vI19.628 21.6 27 23.7611.6..1.3961.851H1 -2 .043 0 .005 0 v119.628 21.6 27 2.3.7611.5..1.6081.851H1 -2 .025 0 .013 0 v119.628 21.6 27 23.7611.6..1.6651.851 H 1 -2 .156 0 .070 0 v 119.628 21.6 27 23.7611.6..1.4891851H2-1 .156 0 .070 0 v119.628 21.6 27 23.7611.6..1.4891.851H2 1 .156 0 .070 0 v119.628 21.6 27 23.7611.6..1.4891.851 H2 -1 Checked By RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 491 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member A/SC ASD Steel Code Checks (By Item) (Continued) 6874 6875 6876 6877 6878 6879 6880 6881 6882 6883 6884 6885 6886 6887 6888 6889 6890 6891 6892 6893 6894 6895 6896 6897 6898 6899 6900 6901 6902 6903 6904 6905 6906 6907 6908 6909 6910 6911 6912 6913 6914 6915 6916 6917 6918 6919 6920 6921 6922 6923 6924 6925 6926 6927 6928 6929 Member Shaoe M99 W14X53 UC Max Loc ft Shea...Locfft Fafksi Ftfksil Fbvfk.. Cb CmyCmz Eon .062 0 .0291 0 vI19.628 21.6 27 23.76I1.6..1.272 -21 .022 0 .011 0 v119.628121.6 27 23.7611.6..1.6651.851111 .022 0 .011 10 v119.628121.6 27 23.7611 6-1.6661.851H1-2 .022 0 .011 0 v119.628121.6 27 23.7611.6..1.6651.851H1 -2 .022 0 .011 0 v 119.628121.6 27 23.7611.6-1.6651.851H1- .062 0 .029 0 v119.628 21.6 27 23.7611.6•.1.2721.851H1 -2 .022 0 .011 0 vI19.628 21.6 27 23.7611.6..1.6651.851H1-2I .022 0 .011 0 vI19.628 21.6 27 23.7611.6..1.6651_851H1 -21 .022 0 .011 0 v11 9.628 21.6 27 23.7611.6..1.6651.851H1 -2 .022 0 .011 0 v119.628 21.6 27 23.7611.6..1.6651.851F11-2 .062 0 .029 0 v119.628 21.6 27 23.7611.6..1.2721.851H1 -2 .022 0 .011 0 v119.628 21.6 27 23.7611.6..1.6651.851 H 1 -2 .022 0 .011 0 v119.628 21.6 27 23.7611.6..1.6651.851H1 -2 .022 0 .011 0 v119.628 21.6 27 23.7611.6..1.6651.851H .022 0 .011 0 v119.628 21.6 27 23.7611.6..1.6651.851111 -2 .062 0 .029 0 v119.628 21.6 27 23.7611.6..1.2721.851111 -2 .062 0 .029 0 v119.628 21.6 27 23.7611.6..1.2721.851H1 -2 .062 0 .029 0 vI19.628 21.6 27 23.7611.6..1.2721.851H1-2 .062 0 .029 0 v119.628 21.6 27 23.7611.6..1.2721.851111 -2 .062 0 .029 0 vI19.628 21.6 27 23.7611.6..1.2721.851H -2 .062 0 .029 0 v119.628 21.6 27 23.7611.6••1.2721.851H1 -2 .062 0 .029 0 vI19.628 21.6 27 23.7611.6..1.2721.851H .062 0 .029 0 v119.628 21.6 27 23.7611.6..1.2721.851H1 -2I .062 0 .029 0 v119.628 21.6 27 23.7611.6..1. I .062 0 .029 0 v119.628 21.6 27 23.7611.6••1.2721.851H1 -2 .062 0 .029 0 vI19.628 21.6 27 23.7611.6..1.2721.851 H 1 2 .062 0 .029 0 vI19.628 21.6 27 23.7611.6••12721.851111 -2 .075 0 .031 0 v119.628 21.6 27 23.7611.6..1.3851.851H2 -1 .111 0 .030 0 vI19.628 21.6 27 23.7611.6..1.6091.851H2 1 .063 0 .027 0 v119.628 21.6 27 23.7611.6..1.3911.851111 -2 .109 0 .029 0 vI19.628 21.6 27 23.7611.6..1.6071.851H1-2 .016 0 .008 0 v119.628 21.6 27 23.7611.6..1.6651.851H1 -2 .016 0 .008 0 v119.628 21.6 27 23.7611.6..1.6651.851H1 -2 .016 0 .008 0 v119.628 21.6 27 23.7611.6..1.6651.851H1 -2 .01.6 0 .008 0 v119.628 21.6 27 23.7611.6..1.6651.851111 -2 .029 0 .010 .172 v119.628 21.6 27 23.7611.6..1.3791.851H2 -1 .064 0 .009 0 v119.628 21.6 27 23.7611.6..1.6081.851112 1 .016 0 .006 0 v119.628 21.6 27 23.7611.6..1.3961.851111 -2 .063 0 .007 0 v119.628 21.6 27 23.7611.5.1.6081.851H1-2 .000 0 .000 0 z20.367 21.6 27 23.761 1 I .6 1.6 1 H 1 1 .006 3.8 .005 3.8 vI20.367 21.6 27 23.7611.54.7091.851H1-2 .123 3.8 .061 3.8 v120.367 21.6 27 23.7611.5••1.7291.8511121 .006 3.8 .005 3.8 vI20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .006 3.8 .005 3.8 v120.367 21.6 27 23.7611.5.1.7091.851H1 -2 .006 3.8 .005 3.8 vI20.367 21.6 27 23.7611 -2 .093 3.8 .047 3.8 vI20.367 21.6 27 23.7611.5 ..7181.851 H2 -1 .093 3.8 .047 3.8 v120.367 21.6 27 23.7611.5..1.7181.851H21 .093 3.8 .047 3.8 v120.367 21.6 27 23.7611.5 .1.7181.85I H2 -1 .020 3.8 .004 3.8 vI20.367 21.6 27 23.7611.5..1.6211.851H1 -2 .017 3.8 .004 3.8. v120.367 21.6. 27 23.7611 4 .1.5361.851H1 -2 .021 3.8 .005 3.8 vI20.367 21.6 27 23.7611.5..1.6161.851112 1 .019 3.8 .005 3.8 vI20.367 21.6 27 23.7611.5-1.5511.851H2 1 .104 3:8 .047 3.8 v120.367 21.6 27 23.7611.5..1.6211.851H1 -21 .101 3.8 .047 3.8 v120.367 21.6 27 23.7611.521.5391.851 H 1 -21 .104 3.8 .047 3.8 v0.367 21.6 27 23.7611.5..1.6171.85 I H2 11 .103 3.8 .048 3.8 vI20.367121.6 27 23.761 -11 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 492 LC Member 6930 18 6931 19 6932 20 6933 21 6934 22 6935 23 6936 24 6937 25 6938 26 6939 27 6940 28 6941 29 6942 30 6943 31 6944 32 6945 33 6946 34 6947 35 6948 36 6949 37 6950 38 6951 39 6952 40 6953141 6954142 6955143 6956144 6957145 6958146 6959147 6960 -48 6961 49 6962 50 6963 51 6964.52 6965 53, 6966 54 6967 55 6968 56 6969 57 6970 581 6971 59 6972 60 6973 611 6974 621 6975 631 6976 641 6977 65 6978 66 6979 67 6980 68 6981 69 6982 70 6983 71 6984 72 6985 1 Shane M100 IW14X53 UC Max LocfftjShea...Locfft Fafksil Ftfksi Fbvfk...Fbzfk... Cb CmvCmz E n .104 13.8 .047 3.8x20.3671 21.6 1 27 23.7611.5..1.621 _85 H1 -2 .101 1 3.8 .047 3.8 100.367 20.367 21.6 27 23.7611.521.539 .85I 23.7611.521.539.851H1-2 .104 1 3.8 .047 3.8 100.367 21.6 27 23.7611.5..1.617.851H2 -1 .103 3.8 .048 3.8 1v20.367 21.6 27 23.7611.5..1.5491.851H2 1 .104 3.8 .047 3.8 100.367 21.6 27 23.7611.5..1.6211.851H1 -2 .101 3.8 .047 3.8 v 20.367 21.6 27 23.7611.521.5391.851H1-2 .104 3.8 .047 3.8 v 20.367 21.6 27 23.7611.5-1.6171.851H2 1 .103 3.8 .048 3.8 Iv20.367 21.6 27 23.7611.5..1.5491.851H2 1 .018 3.8 .003 3.8 1v20.367 21.6 27 23.7611.5..1.621.851H1 -2 .015 3.8 .002 3.8 1v20.367 21.6 27 23.7611.3..1.541.851H1 -2 .019 3.8 .003 3.8 Iv20.367 21.6 27 23.7611 4.1.6171.851112 1 .016 3.8 .003 3.8 Iv20.367 21.6 27 23.7611.6..1.5491.851H2 -1 .009 3.8 .006 3.8 100.367 21.6 27 23.7611.5..1.7091.851H1 -2 .195 3.8 .097 3.8 Iv20.367 21.6 27 23.7611.5..1.8011.851H2 1 .195 3.8 .097 3.8 Iv20.367 21.6 27 23.7611.5..1.8011.851H2'1 .195 3.8 .097 3.8 Iv20.367 21.6 27 23.7611.5..1.8011.851H2 1 .065 1 3.8 .034 3.8 Iv20.367 21.6 27 23.7611.5..1.7121.851H2 1 .008 3.8 .005 3.8 1v20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .008 3.8 .005 3.8 1v20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .008 13.8 .005 3.8 Iv20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .008 1 1 3.8 .005 3.8 1v20.367 21.6 27 23.7611.5..1.7091.851H1-2 .065 13.8 .034 3.8 Iv20.367 21.6 27 23.761.5..1.7121.851H2 -1 .008 1 3.8 .005 3.8 v20.367 21.6 27 23.761.5..1.7091.851H1 -2 .008 13.8 .005 3.8 00.367121.6 27 23.7611.5.1.7091.851H1 -2 .008 3.8 .005 3:8 Iv P0.3671 21.6 27 23.7611.5..1.7091.851H1 -2 .008 3.8 .005 3.8 00.367 21.6 27 .23.7611.5..1.7091.851H1-2 .065 3.8 .034 3.8 v 20.367 21.6 27 23.7611.5..1.7121.851 H2 1 .008 3.8 .005 3.8 Iv20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .008 3.8 .005 3.8 1v20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .008 3.8 .005 3.8 1v20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .008 3.8 .005 3.8 1v20.367 21.6 27 23.7611.5..1.7091.851H1 -2 .065 3.8 .034 3.8 Iv20.367 21.6 27 23.7611.5..1.7121.851H21 .065 3.8 .034 3.8 Iv20.367 21.6 27 23.7611.5..1.7121.851H2 1 .065 3.8 .034 3.8 Iv20.367 21.6 27 23.7611.5..1.7121.851H2 1 .065 3.8 .034 3.8 v 20.367 21.6 27 23.7611.5..1.7121.851H2 1 .065 3.8 .034 3.8 v20.367 21.6 27 23.7611.5..1.7121.851H2 -1 .065 3.8 .034 3.8 140.367 21.6 27 23.7611.5..1.7121.851H2 -1 .065 3.8 .034 3.8 020.367 21.6 27 23.7611.5..1.7121.851H2 -1 .065 3.8 .034 3.8 020.367 21.6 27 23.7611.5..1.7121.851H2 1 .065 3.8 .034 3.8 Iv20.367 21.6 27 23.7611.5..1.7121.851H2 1 .065 3.8 .034 3.8 1v20.367 21.6 27 23.7611.5..1.7121.851H2 -1 .065 3.8 .034 3.8 100.367 21.6 27 23.7611.5..1.7121.851H2 1 .065 3.8 .034 3.8 21.6 27 23.7611.5..1.7121.851H21 .086 3.8 .034 3.8 Iv1 2 0.367 21.6 27 23.7611.5..1.621.851H1 -2 .081 3.8' .033 3.8 020.367 21.6 27 23.761.5..1.5391.851H1 -2 .087 3.8 .034 3.8 1x20.367 21.6 27 23.76 1.521.6171.851H2 1 .083 3.8 .035 3.8 I1/120.367 21.6 27 23.7611.531.5491.85 I H2 -1 .006 3.8 .004 3.8 11/20.367 21.6 27 23.7611'.5..1.7091.851H1 -2 .006 3.8 .004 3.8 020.367 21.6 27 23.7611.5..1.7091.851H1 -2 .006 3.8 .004 3.8 1v20.367 21.6 27 23.7611.5-L7091.851 M-2 1 -2 .006 3.8 .004 3.8 020.367 21.6 27 23.7611.5..1.7091.851H1 -2 .026 3.8 .004 3.8 020.367 21.6 27 23.7611.5••k621.851H1 -2 .022 3.8 .003 3.8 I v 20.367 21.6 27 23.76111.3..1.5391.85 I H 1 -2 .028 3.8 .004 3.8 100.367 21.6 27 23.7611 4.617.851 H2 1 .024 3.8 .005 3.8 Iv20.367 21.6 27 23.7611.6...549.851H2 1 .000 0 1.000 0 Iz119.534 21 -.6 27 23.761 1 I .6 1 .6 -1H1 1 RISA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 493 e Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 1 1 1 1 1 1 i 1 1 1 1 1 1 1 464 abed Ip£ "3eW5;dpawei ave8\awer jJave8 \on.gs soled\ "\•d] "0 "8 uolsien ac-vsla Z 1. 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JagwnN qor Fur J811661saa sIOnpwd poo/A Neal° 1.1aeJ9 Auedwoa 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 7154 261 7155 271 7156 281 7157,29 7158 30 7159 31 7160 32 7161 33 7162 34 7163 35 7164 36 7165 37 7166 38 7167 39 7168 40 7169 41 7170 42 7171 43 7172 44 7173 45 7174 46 7175 47 717648 7177 49 7178 50 7179 51 7180 52 7181 53 7182 54 7183 55 7184 56 7185 57 7186 58 7187 59 7188 60 7189 61 7190 62 7191 63 7192 64 7193 65 7194 66 7195 67 7196 68 7197 69 7198 70, 7199 71 7200 72 7201 1 M103 7202 2 7203 3 7204 4 7205 5 7206 6 7207 7 7208 8 7209 9 Shape W14X53 UC Max LocfftlShea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... 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Cb Cmy�Cmz Eon .030 3.7 .010 3.161v20.407121.6 1 27 23.7611 4.1.4881.851 H1 -2 .056 3.7 .007 3.7 I v 20.407 21.6 27 23.7611.3..1.6791.85 I H 1 -2 .018 3.7 .007 3.7 Iv120.407 21.6 27 23.7611 4.1.5191.851H2 -1 .056 3.7 .010 3.7 Iv120.407 21.6 27 23.7611.5..1.6811.851H2 -1 .086 3.7 .038 3.7 Iv20.407 21.6 27 23.7611 4.1.471.851H2 -1 .106 3.7 .036 3.7 1x120407 21.6 27 23.76114.1.6781.851H1 -2 .082 3.7 .036 3.7 Iv120.407 21.6 27 23.7611 4.1.5331.851H2 -1 .110 3.7 .038 3.7 Iv120.407 21.6 27 23.7611.5..1.6821.851H2 -1 .086 3.7 .038 3.7 Iv20.407 21.6 27 23.7611 4.1.471.851H2 1 .106 3.7 .036 3.7 1x120.407 21.6 27 23.76114 .1.6781.851H1-2 .082 3.7 .036 3.7 Iv120.407 21.6 27 23.7611 4.1.5331.851H2 -1 .110 3.7 .038 3.7 1v120.407 21.6 27 23.7611.5..1.6821.851H2 1 .086 3.7 .038 3.7 140.407 20.407 21.6 27 23.7611 4.1.471.851112 1 .106 3.7 .036 3.7 Iv20.407 21.6 27 23.7611 4.1.6781.851H1 .082 3.7 .036 3.7 I v 20.407 21.6 27 23.761 .1.5331.851 H2 1 .110 3.7 .038 3.7 1x20.407 21.6 27 23.7611.5..1.6821.851H2 -1 .022 3.7 .007 2.9681v 20.407 21.6 27 23.7611 4.1.4951.851H1-2 .048 3.7 .003 3.5461v20.407 21.6 27 23.7611.2- 1.681.851H1 -2 .012 3.7 .004 3.4691 v 20.407 21.6 27 23.7611.5..1.5141.851H21 .050 3.7 .007 3.7 I v 20 407 21.6 27 23.76116..1.6811.851H21 .026 3.7 .012 3.71v120.407 21.6 27 23.76114 .1.8181.851H1-2 .157 3.7 .071 3.7 Iv20.407 21.6 27 23.761 .1.8631.851E12 .157 3.7 .071 3.71v120.407 21.6 27 23.7611 4.1.8631.851H2 1 .157 3.7 .071 3.7 Iv20.407 21.6 27 23.7611 4.1.8631.851H21 .062 3.7 .029 3.7 1v120.407 21.6 27 23.7611 4.1.8371.851 H2 .022 3.7 .010 3.71v120.407 21.6 27 23.76114 .1.8181.851H1 .022 3.7 .010 3.71v120.407 21.6 27 23.76114 .1.8181.851F11-2 .022 3.7 .010 3.71v120.407 21.6 27 23.76114 .1.8181.851H1 .022 3.7 .010 3.71v120.407 21.6 27 23.7611 4.1.8181.851H1 -2 .062 3.7 .029 3.7 11/120.407 21.6 27 23.761 4.1.837.851 H2 -1 .022 3.7 .010 3.7 120.407 21.6 27 23.761 41.818.851H1-2 022 3.7 .010 3.7 1v120 407 21.6 27 23.761 4.1.8181.851H1 -2 .022 3.7 .010 3.7 1v120.407 21.6 27 23.761 4.1.8181.851H1-2 .022 3.7 .010 3.7 11/20.407 21.6 27 23.7611 4.1.8181.851H1 -2 _062 3.7 .029 3.7 Iv20.407 21.6 27 23/6114 J.8371.851112 .022 3.7 .010 3.7 1x20.407 21.6 27 23.7611 4..8181.851H1 .022 3.7 .010 3.71v120.407 21.6 27 23.76114 .1.8181.851H1-2 .022 3.7 .010 3.711/120.407 21.6 27 23.76114.1.8181.851H1 -2 .022 3.7 .010 3.71v120.407 21.6 27 23.76114.1.8181.851H1 -2 .062 3.7 .029 3.7 I v 20.407 21.6 27 23.76114 .1.8371.851H2 1 .062 3.7 .029 3.7 I v 20.407 21.6 27 23.76114 .1.8371.85I H2 .062 3.7 .029 3.7 Iy20 407 21.6 27 23.76 4.837.851 H2 1 .062 3.7 .029 3.7 I v 20 407 21.6 27 23.761 4 ..837.851 H2 .062 3.7 .029 3.7 I v 20.407 21.6 27 23.7611 4.1.8371.851 H2 1 .062 3.7 .029 3.7 v20.407 21.6 27 23.76114 .1.8371.851H2-1 .062 3.7 .029 3.7 v20.407 21.6 27 23.761 .1.8371.851H2-1 .062 3.7 .029 3.7 I v 20.407 21.6 27 23.7611 4.1.8371.851H2 1 .062 3.7 .029 3.7 1 v 20.407 21.6 27 23.76114 .1.8371.851 112 1 .062 3.7 .029 3.7 I v 20.407 21.6 27 23.76114 .1.8371.851 H2 1 .062 3.7 .029 3.711/120.407 21.6 27 23.76114 .[.8371.851 H2 .062 3.7 .029 3.71v120.407 21.6 27 23.761 .1.8371.851H2 .078 3.7 .031 3.392k/20.407 20.407 21.6 27 23.76114 .1.4871.85I H 1 -2 .115 3.7 .026 3.7 Iv 20.407 21.6 27 23. 76114 .1.6791.85 IH1-2_ .066 3.7 .027 3.5461x20.407 21.6 27 23.76114 .1.521.851H2 .119 3.7 .032 3.71v20.407121.6 27 23.7611.5..1.6811.851H21 .017 3.7 .008. 3.7 1x20.407121:6 27 23.761 .1.8181.851H1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 498 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 72661661 72671671 7268 681 7269 691 72701701 7271 71 7272 72 7273 1 M104 7274 2 7275 3 7276 4 7277 5 7278 6 7279 7 7280 8 7281 9 7282 10, 728311 7284 12 7285 13 7286 14 7287 15 7288 16 7289 17 7290 18 7291 19 7292120 7293121 7294122 7295123 7296124 7297125 7298 26 7299 27 7300 28 7301 29 7302 30 7303 31 7304 32 7305 33 7306 34 7307 35 7308 36 7309 37 7310 38 7311 39 7312 40 7313 41 7314 42 7315 43 7316 44 7317 45 7318 46 7319 47 7320 48 7321 49 Shaoe W14X53 UC Max LocfftlShea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Eon .017 3.7 .008 3.7 v 120.407 21.6 27 23.7611 41.818 .017 3.7 .008 3.7 v 120.407 21.6 27 23.76114 18181.851H 1 -2 .017 3.7 .008 3.7 v 120.407 21.6 27 23.76114 1.8181.85 I H 1 -2 .033 3.7 .010 2.968 v120 407 21.6 27 23.761 .14941.851111 .070 3.7 .005 3.584 v 120.407 21.6 27 23.7611.2.1.681.851M- 1 -2 .018. 3.7 .006 3.584 v120.407 21.6 27 23.7611.5 .1.5141.851H2 1 .071 3.7 .010 3.7 v 120.407 21.6 27 23.7611.631.6811.851H21 .000 0 .000 0 z119.534 21.6 27 23.761 1 1.6 I .6 1H1 1 .002 0 .005 0 vI19.534 21.6 27 23.7611.6.12871.851H1-2 .011 0 .024 0 v119.534 21.6 27 23.7611 71.5261.851111 .002 0 .005 0 v 19.534 21.6 27 23.7611.6..1.2871.851111-2 .002 0 .005 0 v19.634 21.6 27 23.7611.6..1.2871.851H1 -2 .002 0 .005 0 v119.534 21.6 27 23.7611.6..1.2871.85IH1 -2 .008 0 .019 0 v119.534 21.6 27 23.7611 7.1.6371.851H1 -2 .008 0 .019 0 v119.534 21.6 27 23.7611 7.1.6371.851H1 .008 0 .019 0 v119.534 21.6 27 23.7611 7.1.6371.851H1 -2 .007 5.7 .006 0 v119.534 21.6 27 23.7611.6..1.6581.851H2 -1 .033 5.7 .006 0 v119.534 21.6 27 23.761 1 1.5651,851H1 -2 .008 5.7 .005 0 v119.534 21.6 27 23.761 1 1.6351.851H1 -2 .033 5.7 .005 0 v119.534 21.6 27 23.7611 1 .1.5691.851H2 -1 .011 0 .020 0 v119.534 21.6 27 23.7611 7.1.6461.851 112 1 .025 5.7 .020 0 v 19.534 21.6 27 23.7611.8..1.5671.851H1 -2 .009 3.266 .019 0 v 19.534 21.6 27 23.7611.6..1.6461.851 H1 -2 .026 5.7 .019 0 vI19.534 21.6 27 23.7611.5 .1.5671.851 H2 1 .011 0 .020 0 v119.534 21.6 27 23.7611 7.1.6461.851H2 -1 .025 5.7 .020 0 v119.534 21.6 27 23.76I1.8..1.5671.851H1 -2 .009 3.266 .019 0 v119.534 21.6 27 23.7611.6..1.6461.851H1 -2 .026 5.7 .019 0 v119.534 21.6 27 23. -1 .011 0 .020 0 v119.534 21.6 27 23.76117 ..6461.851H2 1 .025 5.7 .020 0 v119.534 21.6 27 23.761 2 :009 3.266 .019 0 vI19.534 21.6 27 23.7611.6..1.6461.851111 -2 .026 5.7 .019 0 v119.534 21.6 27 23.7611.6...6671.851H21 .007 5.7 .003 0 v119.534 21.6 27 23.7611.6...6531.851112 -1 .033 5.7 .004 0 v119.534 21.6 27 23.761 1 1.5661.851111 -2 .008 5.7 .003 0 v119.534 21.6 27 23.761 1 1.6391.851H1 -21 .033 5.7 .003 0 v119.534 21.6 27 23.7611.0...5681.851112 1 .003 0 .007 0 v119.534 21.6 27 23.7611.6...2871.851H1 -2 .016 0 .037 0 v119.534 21.6 27 23.76117 .1.481.851H 1 -2 .016 0 .037 0 v119.534 21.6 27 23.7611 7..481.851H1 -21 .016 0 .037 0 v1 21.6 27 23.76117 ..481.851F11-21 .007 0 .016 0 v119.534 21.6 27 23.7611.6..1.4451.851H1 -21 .003 0 .006 0 v119.534 21.6 27 23.7611.6..1.2871.851H1 -21 .003 0 :006 0 v119.534 21.6 27 23.7611.6..1.2871.851H1 -2 .003 0 .006 0 v119.534 21.6 27 23.7611.6..1.2871.851H1 -2 .003 0 .006 0 v119.634121.6 27 23.7611:6..1.2871.851 H 1 -2 .007 0 .016 0 vI19.534 21.6 27 23.761.6.4.4451.851H1-2 .003 0 .006 0 vI19.534 21.6 27 23.761.6..1.2871.851H1-2 .003 0 .006 0 v11 9 5341 21.6 27 23.7611.6..1.2871.851H1 -2 .003 0 .006 0 v119.534121.6 27 23.7611.6.12871.851H1-2 .003 0 .006 0 v119.534121.6 27 23.761.6..1.2871.851H1 -2 .007 0 .016 0 v119.5341'21.6 27 23.761.6..1.4451.851H1-2 .003 0 .006 0 v119.534121.6 27 23.7611.6.1.2871.851H1-2 .003 0 .006 0 v119.534121.6 27 23.7611.6:.1.2871.851111 -21 .003 0 .006 0 v119.534121.6 27 23.7611.6..1.2871.851H1-21 .003 0 .006 0 v119.534121.6 27 23.7611.6..1.2871.851H1 -21 .007 1 0 .016 0 v119.534121.6 27 123.7611.6. .1.4451.851111 -21 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 499 f Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 7322 7323 7324 7325 7326 7327 7328 7329 7330 7331 7332 7333 7334 7335 7336 7337 7338 7339 7340 7341 7342 7343 7344 7345 7346 7347 7348 7349 7350 7351 7352 7353 7354 7355 7356 7357 7358 7359 7360 7361 7362 7363 7364 7365 7366 7367 7368 7369 7370 7371 7372 7373 7374 7375 7376 7377 LC 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Member Shaoe M105 HSS6X.. UC Max LocrftlShea...Locfftl... Farksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .007 0 .016 0 Iv119.534 21.6 27 23.76I1.6.j.445 -2 .007 0 .016 0 v119.534 21.6 27 23.7611 6..1.4451.851H1 -2 .007 0 .016 0 v 119.534 21.6 27 23.7611.6..1.4451.851 H 1 -2 .007 0 .016 0 v119.534 21.6 27 23.7611.6..1.4451.851H1 -2 .007 0 .016 0 v119.534 21.6 27 23.76I1.6..I.445I.85IH1 -2 .007 0 .016 0 v119.534 21.6 27 23.7611.6..1.4451.851H1 -2 .007 0 .016 0 V119.534 21.6 27 23.7611.6..1.4451.85 I H 1 -2 .007 0 .016 0 v 119.534 21.6 27 23.7611.6..1.4451.851 H 1 -2 .007 0 .016 0 v119.534 21.6 27 23.7611.6..1.4451.851H1 -2 .007 0 .016 0 v119.534 21.6 27 23.7611.6..1.4451.851H1 -2 .007 0 .016 0 v119.534 21.6 27 23.7611.6..1.4451.851H1 -2 .012 5.7 .016 0 v119.534 21.6 27 23.7611 7.1.651.851H2 -1 .047 5.7 .016 0 v119.534 21.6 27 23.7611.9 .1.5661.851H1-2 .011 4156 .015 0 v119.534 21.6 27 23.761 1 1.6421.851H1 -2 .048 5.7 .015 0 v 119.534 21.6 27 23.7611 4.1.5681.851H2-1 .002 0 .005 0 v119.534 21.6 27 23.7611.6..1.2871.85IH1-2 .002 0 .005 0 v119.534 21.6 27 23.7611.6..1.2871.85 H1 -2 .002 0 .005 0 v119.534 21.6 27 23.7611.6..1.2871.85 H1 -2 .002 0 .005 0 v119.534 21.6 27 23.76I1.6..1.2871.851H1 -2 .011 5.7 .005 0 v 119.534 21.6 27 23.7611.6.4.6541.85 I H2 1 .047 5.7 .005 0 v119.534 21.6 27 23.761 1 1.5661.851 H1 -2 .011 5.7 .004 0 v119.534 21.6 27 23.761 1 1.6391.851 H 1 -2 .047 5.7 .004 0 v119.534 21.6 27 23.7611.0..1.5681.851H2 1 .000 0 .000 0 z119 171 27.6 30.36.30.3611 751 .6 I .6 I H1 1 .006 0 .001 9.849 09.171 119.171 27.6 27.6 27.6 11.2..1.2111.851 H1 1 .012 9.849 .001 9.849 v 119.171 27.6 30.36 30.3611 7.1.3421.851 112 1 .006 0 .001 9.849 v119.171 27.6 27.6 27.6 I1.2...211I.85IH1 1 .006 0 .001 9.849 v119.171 27.6 27.6 27.6 11.2...2111.851H1 1 .006 0 .001 9.849 v119.171 27.6 27.6 27.6 1.2..1.2111.85IH1 1 .009 9.849 .001 9.849 V I19 171 27.6 30.36 30.361.6..1.2951.851 H2 1 .009 9.849 .001 9.849 v119.171 27.6. 30.36 30.3611.6..1.2951.851 H2-1 .009 9.849 .001 9.849 v119.171 27.6 30.36 30.3611.6..1.2951.851 H2 1 .008 9.849 .002 9.849 09.171 119.171 27.6 27.6 27.6 11.251.5521.85I H1-2 .021 0 .002 9.849 v119.171 27.6 27.6 27.6 11.3..1.4731.851H1 1 .007 0 .002 9.849 v119.171 27.6 27.6 27.6 11 1 .1.8741.851H1 1 .011 9.849 .002 9.849 v119 171 27.6 27.6 27.6 1 1 1.7761.851H2 1 .011 9.849 .001 9.849 v 119.171 27.6 30.36 30.3611.6..1.5781.851 H2 1 .015 9.849 .002 9.849 v 119.171 27.6 30.36 30.3611 6..1.4491.851 H 1 1 .009 9.849 .002 9.849 v119.171 27.6 30.3630.3611.6.1.8921.851H2 1 .016 9.849 .001 9.849 v119.171 27.6 30.3630.3611.6-1.8311.851H2 1 .011 9.849 .001 9.849 v119.171 27.6 30.3630.3611.6.1.5781.851 H2 1 .015 9.849 .002 9.849 v119.171 27.6 30.3630.3611.6..1.4491.851111 1 .009 9.849 .002 9.849 v 119171 27.6 30.3630.3611.6.4.8921.851H2-1 .016 9.849 .001 9.8491/119 171 27.6 30.3630.3611.6..1.8311.851H2-1 .011 9.849 .001 9.849 v 119.171 27.6 30.3630.3611.6..1.5781.851H2-1 .015 9.849 .002 9.849 v119.171 27.6 30.36 30.3611.6..1.4491.851 H1 1 .009 9.849 .002 9.849 v119.171 27.6 30.3630.3611.64.8921.851H2-1 .016 9.849 .001 9.849 v119.171 27.6 30.36 30.3611.6..1.8311.85 I H2 1 .005 9.849 .001 9.849 v119.171 27.6 27.6 27.611.2.4.6041.851H1-2 .019 9.849 .001 9.849 v119.171 27.6 27.6 27.6 11.3..1.523I.85IH1 1 .005 0 .001 9.849 vI19.171 27.6 27.6 27.611 1 .1.9271.8511 -1 .011 5.335 .001 0 v 119171 27.6 27.6 27.61 1 1.9371.85 I H2 1 .008 0 .001 9.849 v119.171 27.6 27.6 27.6 11.2..1.2111.851H1 1 .018 9.849 ,001 9.849 v119.171 27.6 30.3630.361 .018 9.849 .001 9.849 v 119.171 27.6 30.3630.3611.8.1.421.851H2-1 .018 9.849 .001 9.849 v119171 .27.6 30.3630.361 RISA -3D Version 8.0 3 [T'\. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 500 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 7378 34 7379 35 7380 36 7381 37 7382 38 7383 39 7384 40 7385 41 7386 42 7387 43 7388 44 7389 45 7390 46 7391 47 7392 48 7393 49 7394 50 7395 51 7396 52 7397 53 7398 54 7399 55 7400 56 7401 57 7402 58 7403 59 7404 60 7405 61 7406 62 7407 63 7408 64 7409 65 7410 66 7411 67 7412 68 7413 69 7414 70 7415 711 7416 721 7417 1 I M106 7418 2 1 7419 3 7420 4 7421 5 7422 6 7423 7 7424 8 7425 9 7426 10 7427 11 7428 12 7429 13 7430 14 7431 15 7432 16 7433 17 Shaoe HSS6X.. UC Max .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .007 .010 .027 .009 .020 .005 .005 .005 .005 .008 .027 .007 .016 .000 .006 .014 .006 .006 .006 .009 .009 .009 .010 .011 .010 .021 .010 .017 .010 .018 Barker Support Member RISC ASD Steel Code Checks (By Item) (Continued) LocfftlShea...Locfft Fafksil Ftfksil 9.849 .001 9.849 v 119 171] 27.6 0 .001 9.8491v 119 171 27.6 0 .001 9.849109 119 171 27.6 0 .001 9.849109 119 171 27.6 0 .001 9.8491 09.171 119.171 27.6 9.849 .001 9.8491 09.171 119.171 27.6 O .001 9.8491v119.171 27.6 O .001 9.8491v119 171 27.6 0 .001 9.849109 119 171 27.6 0 .001 9.849 v 119 171 27.6 9.849 .001 9.849 09 171 27.6 0 .001 9.849 09 171 27.6 0 .001 9.849v119.171 27.6 O .001 9.849 09.171 27.6 0 .001 9.849v119.171 27.6 9.849 .001 9.8 27.6 9.849 .001 9.849 09.171 27.6 9.849 .001 9.849 09 171 27.6 9.849 .001 9.849 09 171 27.6 9.849 .001 9.849 09 171 27.6 9.849 .001 9.849 09 171 27.6 9.849 .001 9.849 09.171 27.6 9.849 .001 9.849 09.171 27.6 9.849 .001 9.8 27.6 9.849 .001 9.849 09.171 27.6 9.849 .001 9.849 09 171 27.6 9.849 .001 9.849 v119 171 27.6 9.849 .002 9.849 09 171 27.6 9.849 .002 9.849 v119 171 27.6 9.849 .002 9.849 v119 171 27.6 9.849 .002 9.849 v 119.171 27.6 0 .001 9.849 09 171 27.6 O .001 9.849 0119.171 27.6 O .001 9.849v119.171 27.6 O .001 9.849 v 119.171 27.6 9.849 .002 9.849 v119 171 27.6 9.849 .002 9.849 v119 171 27.6 0 .002 9.849 v119 171 27.6 5.335 .002 0 v119 171 27.6 0 .000 0 z119.269 27.6 9.769 .001 0 v119.269 27.6 9 769 .001 0 v119.269 27.6 9 769 .001 0 v119.269 27.6 9 769 .001 0 vI19.269 27.6 9.769 .001 0 vI19.269 27.6 9.057 .001 0 v119.269 27.6 9.057 .001 0 v119.269 27.6 9.057 .001 0 v119.269 27.6 O .001 0 v119.269 27.6 4 783 .001. 0 v119.269 27.6 0 .001 0 vI19.269 27.6 9.769 .001 0 vI19.269 27.6 8.039 .001 0 v119.269 27.6 8.65 .001 0 vI19.269 27.6 7.836 .001 0 vI19.269 27.6 9 769 .001 0 v119.269 27.6 30.36 27.6 27.6 27.6 27.6 30.36 27.6 27.6 27.6 27.6 30.36 27.6 27.6 27.6 27.6 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 30.36 27.6 30.36 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 30.36 27.6 30.36 27.6 27.6 27.6 30.36 30.36 30.36 27.6 27.6 27.6 27.6 30.36 30.36 30.36 30.36 RISA -3D Version 8.0 3 [T 1. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Checked By Fbvfk...Fbzfk... Cb CmvCmz Eon 30.3611.5.1.242 .851 H2 -1 27.6 11.2..1.2111.851H1 1 27.6 11.2..1.211I.851H1 1 27.6 11.2..1.2111.851H1 1 27.6 11.2..1.2111.851H1 1 30.361 1 27.6 11.2..1.2111.851H1 1 27.6 11.2..1.2111.851H1 1 27.6 1.2..1.2111.851H1 1 27.6 1 2 ..1. 211 1.851H 1 1 30.3611.542421.851H2 H2 1 27.6 11.2..1.2111.851 H1 1 27.6 11.2..1.2111.851H1 1 27.611.2...2111.851H1 1 27.6 11.2...2111.851H1 1 30.3611.5..1.2421.851 H2 1 30.3611.5..1.2421,851 H2 -1 30.361 1 30.3611.5..12421.851 H2 -1 30.361 1 30.3611.5..1.2421.851 H2 1 30.361 112 1 30.361 2 H2 -1 30.3611.542421.851H2 1 30.3611.5..1.2421.851 H2 -1 30.3611.5..1.2421.85 I H2 1 30.3611.5..1.2421.85 H2 1 30.3611.5..1.5971.85 H2 1 30.3611.541.4981.851H1 1 27.6 11 .5..1.9771.85I H2 1 30.361 H2 1 27.6 11.2..1.2111.851H1 1 27.6 11.2..1.2111.851H1 1 27.6 11.2..1.2111.851111 1 27.6 11.2..1.2111.851111 1 27.6 1 .6 1.851H 27.6 11.3..1.5191 :851H1 1 27.6 11 1 .1.9411.851111 1 27.61 1 1.9611.851 H2 -1 30.3611 751 .6 I .6 1H1 1 27.6 11 1 .1.682 .851H1 1 30.3612. .851H2 1 27.6 11 1 .1.6821.851 H 1 1 27.6 11 1 .1.6821.85 I H 1 1 27.6 11 1 .1.6821.851H1 1 30.361 1 1.6311.851H2 1 30.361 1 1.6311.851H2 1 30.361 1 1.6311.851H2 1 27.6 11 1 4.6461.851H1-2 27.6 1 1 1.7391.851H2-1 27.6 11 1 .1..7041.851H1-2 27.6 11.2..1.9971.851H1 1 30.36 1 1.6881.851H2-1 30.36 1 1.8931.851H2 1 30.361 1 1.6641.851H2 1 30.361 1 1.4961.851H1 11 Page 501 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member MSC ASD Steel Code Checks (By Item) (Continued) 7434 7435 7436 7437 7438 7439 7440 7441 7442 7443 7444 7445 7446 7447 7448 7449 7450 7451 7452 7453 7454 7455 7456 7457 7458 7459 7460 7461 7462 7463 7464 7465 7466 7467 7468 7469 7470 7471 7472 7473 7474 7475 7476 7477 7478 7479 7480 7481 7482 7483 7484 7485 17486 17487 7488 7489 LC 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 I M107 Member Shane 1HSS6x.. UC Max Locfft1Shea...Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .010 8.039 .001 0 I v 19.269 27.6 130.36 30.36 1 .688.851H2 1 .017 8.65 .001 0 v119.269 27.6 130.36 30.36 1 .8931.851H2-1 .010 7.836 .001 0 v119.269 27.6 130.36 30.36 1 .6641.851H2 .018 9.769 .001 0 v119.269 27.6 130.36 30.36 1 .4961.851H1 1 .010 8.039 .001 0 v119.269 27.6 130.36 30.36 1 .6881.851H2 .017 8.65 .001 0 V119.269 27.6 130.36 30.36 1 .8931.851H2-1 .010 7.836 .001 0 V119.269 27.6 130.36 30.36 1 .6641.851H2 1 .018 9 769 .001 0 v119.269 27.6 130.36 30.36 1 .4961.85 I H 1 1 .008 0 .000 0 v119.269 27.6 127.6 27.6 11 ..6581.851H1 -2 .011 4.681 001 9.769 v119.269 27.6127.6 27.6 1 .7511851H2 1 .008 0 .000 0 v119.269 27.6 27.6 27.6 11 ..6921.851H1 .018 0 .001 0 v119.269 27.6 27.6 27.6 1.2..[.8491.851H11 .009 9.769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851 H 1 1 .024 9. .002 0 V119.269 27.6 30.36 30.36 2.1 .1.2751.851H2 1 .024 9.769 .002 0 v119.269 27.6 30.36 30.36 2.1 4.2751.851H2 1 .024 9 76 9 .002 0 09.269 27.6 30.36 30.36 2.1 .1.2751.851 H2 1 .007 7 734 .001 0 v119.269 27.6 30.36 30.36 1 1.8751.851H1 .007 9 769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851 H 1 1 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 1 1 .1.6821.851 H 1 1 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821,85 H11 .007 9 769 .001 0 v119.269 27.6 27.6 27.6 1 1 .1.6821.85 H1 I .007 7 734 .001 0 v119.269 27.6 30.36 30.36 1 1.8751.851H1-2 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6621.851H1 1 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 11 ..6821.851H11 .007 9769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851H1 1 .007 9 769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851H1 1. .007 7734 .001 0 v119.269 27.6 30.3630.36 1 1.8751.851H1 -2 .007 9769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851H1 1 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 1 1 .1.6821.851H1 1 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851H1 1 .007 9.769 .001 0 v119.269 27.6 27.6 27.6 11 .1..6821.851H11 .007 7734 .001 0 v1 27.6 30.3630.36 1 1.8751.851H1 -2 .007 77 34 .001 0 v1 27.6 30.3630.36 1 .8751.851H1 -2 .007 7 7 34 .001 0 v119.269 27.6 30.36 30.36 1 .8751.851H1-2 .007 77 34 .001 0 v1 27.6 30.3630.36 1 .8751.851H1 -2 .007 7 734 .001 0 v119.269 27.6 30.36 30.36 1 .8751.851H1-2 .007 77 34 .001 0 v1 27.6 30.3630.36 1 .8751.85 H1 .007 7 734 .001 0 v1 27.6 30.36 30.36 1 .8751.85 H1 .007 7 734 .001 0 v119.269 27.6 30.36 30.36 1 .8751.851H1-2 .007 77 34 .001 0 v1 27.6 30.3630.36 1 .8751.851H1 .007 77 34 .001 0 v1 27.6 30.3630.36 1 .8751.851H1 -2 .007 7 734 .001 0 v119.269 27.6 30.36 30.36 1 .8751.851H -2 .007 7 734 .001 0 v119.269 27.6 30:3630.36 1 1.8751.851H1-2 .012 0 .001 0 v119.269 27.6 30.36 30.36 1 1.6681.851H1-2 .021 6.92 :001 0 v1 27.6 30.3630.36 1 1.851.851112 -1 .012 0 .001 0 v119.269 27.6 30.36 30.36 1 1.8821.851H1-2 .026 8.446 .002 0 v119.269 27.6 30.36 30.36 2.31.6691.851H1 1 .006 9.769 .001 0 v119.269 27.6 27.6 27.6 11 .1.6821.851H11 .006 9.769 .001 0 09.269 27.6 27.6 27.6 11 .1.6821.851 H 1 1 .006 9.769 .001 0 v119.269 27.6 27.6 27.6 1 1 .1.6821.851 H 1 1 .006 97 69 .001 0 v1 27.6 27.6 27.6 11 •1.6821.851H1 1 .012 0 .001 0 v119.269 27.6 27.6 27.6 11 .1.6571.851H1 -2 .016 4.681 .001 9.769 v119.269 27.6 27.6 27.6 1 1.751.851H2 -1 .012 0 .001 0 v119.269 27.6 27.6 27.6 11 .1.6931.851H1-2 .027 0 .001 0 v119.269 27.6 27.6 27.6 1.2.1.8551.85IH1 1 .000 0 .000 0 Z1 18 364 27.6 30.3630:361751 .6 1 .6 1 H 1 1 R1SA -3D Version 8.0.3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 502 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 7490 7491 7492 7493 7494 7495 7496 7497 7498 7499 7500 7501 7502 7503 7504 7505 7506 7507 7508 7509 7510 7511 7512 7513 7514 7515 7516 7517 7518 7519 7520 7521 7522 7523 7524 7525 7526 7527 7528 7529 7530 7531 7532 7533 7534 7535 7536 7537 7538 7539 7540 7541 7542 7543 7544 7545 LC Member 2 1 3 1 4 1 5 1 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 541 551 561 571 Shane UC Max Locfft 11Shea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Earl .009 110.4 .1 .001 .027 I 0 .001 .009 110.4. .009 1 .009 10.4. .020 0 .001 020 0 .001 .020 0 .001 .011 10.4. .001 .131 10.4 .002 .010 10.4..001 .088 5.248 .001 .019 0 .001 .114 10.4. .022 0 .001 .055 6.56 .001 .019 0 .001 .114 104. 001 .022 0 .001 .055 6.56 .001 .019 0 .001 .114 10.4 .001 .022 0 .001 .055 6.56 .001 .007 10.4. .001 .129 10.4. .007 10.4. _087 6.013 .001 .012 10.4. 001 .042 0 .001 .042 0 .001 .042 0 .001 .015 10.4..001 .011 10.4..001 .011 10.4. .011 10 4 .001 .011 10.4. .015 10.4. .001 .011 10.4. .011 10.4 .001 .011 104:.001 .011 10.4. .015 10.4..001 .011 10.4. .011 10.4. ,001 .011 10.4 .001 .011 10.4. .015 10.4 .001 .015 10.4..001 .015 10.4. .015 10.4..001 .015 1 0. 4 ..001 .015 10.4 .015 10.4 .015 10.4 .015 10.4 10.4 v118.364 27.61 27.6 0 1v118.364 27.6 127.6 10.4.1v118.364 27.6 27.6 10.4. (v (18.364 27 27.6 10.4.(v(18.364 27.6 27.6 10.4. 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N. N. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 503 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 7546 7547 7548 7549 7550 7551 7552 7553 7554 7555 7556 7557 7558 7559 7560 7561 7562 7563 7564 7565 7566 7567 7568 7569 7570 7571 7572 7573 7574 7575 7576 7577 7578 7579 7580 7581 7582 7583 7584 7585 7586 7587 7588 7589 7590 7591 7592 7593 7594 7595 7596 7597 7598 7599 7600 7601 LC 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Member Shane M108 HSS6X.. UC Max .015 .015 .015 .013 .197 .019 .117 .008 .008 .008 .008 .011 .185 .010 .124 .000 .006 .035 .006 .006 .006 .028 .028 .028 .010 .082 .009 .113 .031 .046 .028 .109 .031 .046 .028 .109 .031 .046 .028 .109 .008 .081 .008 .112 .008 .055 .055 .055 .021 .007 .007 .007 .007 .021 .007 .007 Locfft1Shea...Locfft1... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean 10.4. _001 10.4 x018.364 27.6 1 27.6 27.6 11.3..1.5581_851H1 1 10.4. .001 10.4.1v118.364 27.6 27.6 27.6 I1.3..1.5581.851H1 1 10.4. .001 10.4 .1v118.364 27.6 27.6 27.6 I1.3..1.5581.851H1 1 10.4. .002 10.4.1x118.364 27.6 27.6 27.6 I1.2..1.551I.851H1 1 10.4. .002 10.4 .1v118.364 27.6 27.6 27.6 I1.371.9731.851H1 1 10.4. .002 10.4 .1v118.364 27.6 27.6 27.611.3..1.5551.851H1 1 6.013 .002 0 1v118.364 27.6 27.6 27.61 1 1.411.851H2 1 10.4. .001 10.4.1x118.364 27.6 27.6 27.611.6.1.5821.851F12 1 10.4..001 10.4.1v118.364 27.6 27.6 27.6 11.5...5821,851H2 1 10.4. .001 10.4.1v118.364 27.6 27.6 27.6 11.5...5821.851H2 1 10.4. .001 10.4.1x018.364 27.6 27.6 27.6 11.5...5821.851H2 1 104..002 10.4.1v118.364 27.6 27.6 27.6 11.5..l.551.851H2 I 10.4. _002 10.4.1v118.364 27.6 27.6 27.611 4.1.8031.851H1 1 10.4. .001 10.4 11/118.364 27.6 27.6 27.6 11.5..1.5561.851H1-2 5.904 .002 0 1v118.364 27.6 27.6 27.6 I 1 1.591.851H2 -1 0 .000 0 1z119.316 27.6 30 3P 30.3611 751 .6 I .6 IH1 1 7 704 .001 0 1v119.316 27.6 30.36 30.361 1 1.7591.851H1 -2 0 .001 0 109.316 119.316 27.6 30.36 30.3612.2. .9111.851 H 1 1 7 704 .001 0 v119.316 27.6 30.36 30.361 1 1.7591.85 I H 1 2 7 704 .001 0 x119.316 27.6 30.36 30.361 1 I.7591.851H1 2 7 704 .001 0 v119.316 27.6 30.36 30.361 1 1.7591.851 H 1 2 7.906 .001 0 v119.316 27.6 30.36 30.3612.31.891.851H1 1 7.906 .001 0 v119.316 27.6 30.3630.3612.31.891.851H1 1 7.906 .001 0 v 119.316 27.6 30.36 30.3612.31.891.851H 1 0 .001 0 v119.316 27.6 30.3630.361 1 I.751.851H1 5.676 .002 0 v119.316 27.6 27.6 27.61 1 1.5941.851H2 1 0 .001 0 vI19.316 27.6 30.36 30.361 1 1.6841.851H2 1 0 .002 0 v119.316 27.6 30.3630.3611.651.681.851H1 1 O .001 0 v 119.316 27.6 30.36 30.3612.2.17791.861H1 1 5.575 .002 0 v119.316 27.6 27.6 27.61 1 14891.851H2 -1 0 .001 0 v119.316 27.6 30.36 30.3612.31.6321.861H1 1 0 .001 0 v119.316 27.6 30.36 30.3611.6-1.7621.851H1 1 O .001 0 v119.316 27.6 30.36 30.3612.2..1.7791.851 H1 1 5.575 .002 0 v119.316 27.6 27.6 27.6 1 1 1.4891.851H2 1 O .001 0 v119.316 27.6 30.3630.3612.31.6321.851H1 1 O .001 0 v119.316 27.6 30.36 30.3611.6-1.7621.851H1 1 O .001 0 v119.316 27.6 30.36 30.3612.2..1.7791.851H1 1 5.575 .002 0 v119.316 27.6 27.6 27.61 1 I.4891.851H2 1 O .001 0 v119.316 27.6 30.3630.3612.31.6321.851H1 1 0 .001 0 v119.316 27.6 30.36 30.3611.6..1.7621.851H1 1 O .000 0 v 19.316 27.6 30.36 30.361 1 1.737 .851H1-2 4.865 .001 9.731 v 19.316 27.6 27.6 27.61 1 1.623 .85IH2 1 0 .001 0 v119.316 27.6 30.36 30.361 1 1.6981.851H2 O .002 0 v119.316 27.6 30.3630.3611.5..1.6711.851H1 1 7 704 .001 0 v119.316 27.6 30.36 30.361 1 1.7591.851H1 0 .001 0 v119.316 27.6 30.36 30.3612.0..1.9321.851H1 1 0 .001 0 v119.316 27.6 30.36 30.3612.0 1 0 .001 0 v119.316 27.6 30.36 30.3612.0 1 7.906 .001 0 1/119.316 27.6 30.3630.3612.31.851.851H1 1 7 704 .001 0 v119.316 27.6 30.36 30.361 1 1.7591.85 I H 1 7704 .001 0 v!19.316 27.6 30.3630.361 1 1.759I.851H1 2 7 7041 .001 0 v119.316 27.6 30.36 30.361 1 I.7591.851H1 2 7 7041 .001 0 v119.316 27.6 30.36 30.361 1 1.7591.851H1 7.9061 .001 0 v119.316 27.6 30.36 30.3612.31.851.85 IH1 1 7 7041 .001 0 v119.316 27.6 30.36 30.361 1 1.7591.85 I H 1 -2 7 7041 .001 0 v119.316 27.6 30.36 30.361 1 I.759I.85IH1 -2 RISA -3D Version 8 0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 504 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 7602 42 760343 7604 44 7605 45 7606 46 7607 47 7608 48 7609 49 7610,50 7611 51 7612 52 7613 53 7614 54 7615 55 7616 56 7617 57 7618 58 7619 59 7620 60 7621 61 7622 62 7623 63 7624 64 7625 65 7626 66 7627 67 7628 68 7629 69 7630 70 7631 71 7632 72 7633 1, M109 7634 2 17635 3 7636 4 7637 5 7638 6 7639 7 7640 8 7641 9 7642 10 7643 11 7644 12 7645 13, 7646 14 764715 7648 16 7649 17 7650 18 7651 19 7652 20 7653 21 7654 22 7655 23 7656 24 7657 25 Shoe HSS6X.. UC Max LocfftiShea...Locfft`... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .007 17 7041 .001 0 1 v119.316 27.6 130.36130.361 1 .007 17 7041 .001 .021 17.9061 .001 .007 17 7041 .001 .007 17 7041 .001 .007 7 704 .001 .007 7 704 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .021 7.906 .001 .028 0 .001 .105 5.474 .002 .022 0 .001 1 .177 0 .002 1.5.. .005 7 704 .001 1 .005 7 704 .001 1 .005 7 704 .001 1 .005 7 704 .001 1 .012 0 .001 1 .116 14.967 .002 1 .011 1 0 .001 1 .160 .002 1.5.. .000 .000 1 75 .009 .001 2.1 .045 .001 1.5 .009 .001 2.1 .009 .001 2.1 .001 2.1 .001 1 7 .001 1 7 10.5..1 .001 1 7 10.5..1 .002 2.1 10 1 0 110.5.. 10.5.. 10.5.. 10.5.. .009 10.5.. .036 10.5.. .036 10.5.. .036 .012 .127 .012 .084 .038 .125 .038 .043 .038 .125 .038 .043 .038 .125 .038 .043 10.5.. .001 10.5.. .002 2.637 .001 10.5.. 10.5.. 10.5.. 3.736 10.5.. 10.5.. 10.5.. 3.736 10.5.. 10.5.. 10.5.. 3.736 .001 .001 .002 .001 .001 .001 .002 .001 .001 .001 .002 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 731 0 0 0 10.5.. 10.5.. 10.5.. 10.5. 10.5.. 10.5.. 10.5.. 10.5 10.5.. 10.5.. 10.5.. 10.5 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. v119.316 v119.316 v119.316 v 119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 v119.316 z118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v 118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 v118.298 27.6 130.36130.361 1 27.6 130.36130.3612.3 27.6 130.36130.361 1 27.6 130.36130.361 1 27.6 130.36130.361 1 27.6 130.36130.361 1 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.3612.3 27.6 130.36130.36 2.3 27.6 127.6 1 27.6 1 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 1 27.6 1 27.6 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 130.36130.36 27.6 1 27.6 1 27.6 1 4 27.6 130.36130.36 2.2. 27.6 130.36130.36 1 27.6 130.36130.3611 7 27.6 127.6 127.6 11.2.. 27.6 130.36130.3611.8.. 27.6 130.36130.361 1 27.6 130.36130:3611 7 27.6 127.6 127.6 11.2.. 27.6 130.36130.3611.8.. 27.6 130.36130.361 1 27.6 130.36130.3611 7 27.6 127.6 127.6 11.2.. 27.6 130.36130.3611.8.. 27.6 130.36130.361 1 .759 .851H1-2 .7591.851H1-2 .851.851H 1 .7591.851H1-2 .7591.851H1-2 .7591.851H1-2 .7591.851H1-2 .851.851H1 1 .851.851 1 .851.851111 1 .851.851H1 1 .851.851H1 1 .851.851H1 1 .851.851H1 1 .851.851H1 1 .851.851H1 1 .851.851111 1 .85 .851H1 1 .85 .851111 1 .7531.851H1 1 .5 1.851H2 -1 .6 1 7121.851111 1 .7591.851111 -2 .7591.851H1-2 .7591.851H1 .7591.851111 -2 -2 .6221.851H2-1 1 672 1.851 111 1 .6I.61H11 5351.851111 -2 3981.851H1 1 5351.851111 -2 5351.851111 -2 5351.851H1 -2 4461,851H1 1 4461.851111 1 4461.851H1 1 7351.851111 -2 5 111 1 .811.85 H1 -2 .6071.851112 -1 7341.851H1 1 6 1 8131.851H1 1 .5641.85 I H2 1 7341.851H1 1 6131.851H1 1 8 1 .5641.851112 -1 7341.851H1 1 6 1 8131.851H1 1 56 1 RISA -3D Version 8.0 3 [T CaIcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 505 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 7658 7659 7660 7661 7662 7663 7664 7665 7666 7667 7668 7669 7670 7671 7672 7673 7674 7675 7676 7677 7678 7679 7680 7681 7682 7683 7684 7685 7686 7687 7688 7689 7690 7691 7692 7693 7694 7695 7696 7697 7698 7699 7700 7701 7702 7703 7704 7705 7706 7707 7708 7709 7710 7711 7712 7713 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 Member Shaoe M110 HSS6X.. UC Max .009 123 .009 .083 .012 .070 .070 .070 .029 011 011 .011 .011 029 .011 .011 .011 .011 .029 .011 .011 ,011 .011 .029 .029 .029 029 .029 .029 .029 029 .029 .029 .029 .029 .032 .197 032 .105 .008 .008 .008 .008 .013 .176 013 .119 .000 .006 .049 .006 .006 .006 .038 .038 .038 Lodfftl Shea.. 10.5.. 10.5.. 10.5.. 2.197 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. .001 10.5.. _001 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 3.076 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 10.5.. 2.307 0 0 10.6. 0 0 0 10.6.. 10.6.. 10.6.. .001 .001 .001 .001 .002 .001 .001 001 .001 .001 .001 001 001 .001 .001 .001 on1 .001 .001 .001 001 .001 .001 .001 .001 .001 .001 001 .001 .001 001 001 001 .002 .001 .002 .002 .001 001 .001 .001 .002 .001 .002 .001 .000 .001 .001 .001 .001 .001 .001 .001 .001 Locfftl... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Ean 10.5.1v118.298127.6 130.36130.3612.121.751.85IH1 10.5..1x118.298 27,6 127.6 127.6 11.2..1.912I,851H1 1 10.5..1v118.298 27.6 130.36130.3612.2.4.7951,851H1-2 10.5..1x 118.298 27.6 130.36130.361 1 1.6251.851H2 10.5..1v118.298 27.6 130.36130.3612.1 .1.5351.851H1 10.5.4v118.298 27.6 127.6 127.6 11.3..43061.851H1 1 10.5..1 v 118.298 27.6 127.6 127.6 11.3..1.3061.851H1 1 10.5..1vI18.298 27.6 127.6 127.6 11.3..1.3061.851H1 1 10.5..1v118.298 27.6 130.36130.3611.9..1.4931.85 H1 1 10.5..1x 118.298 27.6 130.36130.3612.1 .1.5351.85 H1-2 10.5..1 v 118.298 27.6 130.36130.3612.1 .1.5351.851H1 10.5..1v118.298 27.6 130.36130.3612.1 .1.5351.851 H1 -2 10.5..1 x 118.298 27.6 130.36130.3612.1 .1.5351.851H1-2 10.5..1v118.298 27.6 130.36130.3611.9 .1.4931.851H1 1 10.5..1v118.298 27.6 130.36130.3612.1 .1.5351.851H1 -2 1 0.5..1v118.298 27.6 130.36130 3612.1 .1.5351.851 H1 -2 10.5..1v118.298 27.6 130.36130 3612.1 .1.5351.851H1 10.5..1i/118.298 27.6 130.36130.3612.1 .1.5351.851H1 10.5..1v118.298 27.6 130.36130.3611.9..1.4931.85 Hi 1 10.5..1,118.298 27.6 30.36130.3612.1 .1.5351.85 H1 10.5..1v118.298 27.6 30.36130.3612.1 .1.5351.851H1-2 10.5..108.298 27.6 130.36130.3612.1 .L5351.8511 10.5..108.298 27.6 130.36130 3612.1 .1.5351.851H1 -2 10.5..1x118.298 27.6 130.36130.361 .1.4931.851H1 1 10.5..1 v 118.298 27.6 130.36130.3611.9..1.4931.851 H 1 1 10.5..1v 118.298 27.6 130.36130.3611.9..1.4931.851 H 1 1 10.5..1v118.298 27.6 130.36130.3611.9..44931.851H1 1 10.5..1v118.298 27.6 130.36130 3611.9..1.4931.851 H 1 1 10.5.1v118.298 27.6 130.36130.3611.9..14931.851H1 1 10.5..1,118.298 27.6 130.36130.3611.9 .1.4931.851 H 1 1 10.5..1 v 118.298 27.6 30.36130.3611.9 .1.4931.851H1 1 10.5..1 v 118.298 27.6 30.36130 1611.9..1.4931.851H1 1 10.5.4v118.298 27.6 30.36130.3611.9..1.4931.851H1 1 10.5..108.298 27.6 30.36130. 3611.9..1.4931.85I H 1 1 10.5.4y 18.298 27.6 30.36130.3611.9 .1.4931.851H1 1 10.5..1v 18.298 27.6 30.36130 3611.9..1.7451.851H1 1 10.5..1v118.298 27.6 27.6 1 27.6 11.2..1.8771.851m 1 10.5..108.298 27.6 30.36130.3612.0..1.8011.85IH1 1 10.5.4v118.298 27.6 30.36130.361 1 1.6021.851 H2 -1 10.5..108.298 27.6 30.36130.3612.1 4.5351.851H1-2 10.5..1v118.298 27.6 30.36130.3612.1 .1.5351.851H1 -2 0.5.4v118.298 27.6 30.36130.3612.1 .1.5351.85 IH1-2 1 0.5..1v118.298 27.6 30.36130.3612.1 .1.5351.851H1 -2 10.5..108.298 27.6 30.36130.3612.1 4.7491.851H1-2 0.5.4v118.298 27.6 27.6 1 27.6 11.2..1.9451.851 H 1 1 10.5..108.298 27.6 30.36130.3612.2..1.7961.851H1 -2 1 0.5..1 v 118.298 27.6 30.36130.361 1 1.6241.85 I H2 1 0 I z 118.163 27.6 30.36130.3611 751 .6 1.6 I H 1 1 0 1v118.163 27.6 27.6 1 27.6 11.2..1.451:851H1-2 1 0.6..1x118.163 27.6 27.6 1 27.6 I1 4.1.521.85IH1 1 0 1v118.163 27.6 27.6 127.6 1 0 1v118.163 27.6 27.6 127.6 11.2..1,451.851H1 -2 0 Iv118.163 27.6 27.6 1 27.6 11.2..1,451.851H1 -2 1 0.6..108.163 27.6 27.6 127.6 I1.32I.5031.851H1 1 0.6..1v118.163 27.6 27.6 1 27.6 11.321.5031.851H1 1 10.6..1 x 118.163 27.6 27.6 1.27.6 11.321.5031.861H1 1 RISA -3D Version 8.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 506 Company Green Creek Wood Products Designer JFB Job Number 10860 .008 .082 .007 .124 .038 .041 .037 .125 .038 .041 .037 .125 .038 .041 .037 .125 .006 .081 .005 .122 .009 .075 .075 .075 .028 .007 .007 .007 .007 .028 .007 .007 .007 .007 .028 .007 .007 .007 .007 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .028 .029 .102 .027 .195 .005 Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 7714 101 7715 11 7716 12 7717 13 7718 14 7719 15 7720 16 7721 17 7722 18 7723 19 7724 20 7725 21 7726 22 7727 23 7728 24 7729 25 7730 26 7731 27 7732 28 7733 29 7734 30 7735 31 17736 32 17737 33 17738 34 17739 35 7740 36, 7741 37 7742 38 7743 39 7744 40 7745 41 7746 42 7747 43 7748 44 7749 45 7750 46 7751 47 7752 48 7753 49 7754 50 7755 51 7756 52 7757 53 7758 54 7759 55 7760 56 7761 57 7762 58 7763 59 7764 60 7765 61 7766 62 7767 63 7768 64 7769 65 Shaoe 1 1 1 Barker Support UC Max LocUShea...Lo 0 4.994 0 0 10.6. 4 106 10.6.. 10.6.. 10.6.. 4 106 10.6.. 10.6.. 10.6.. 4 106 10.6.. 10.6.. 0 4.55 0 0 0 10.6.. 10.6.: 10.6.. 10.6.. 0 0 0 0 10.6.. 0 0 0 0 10.6.: 0 0 0 0 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 10.6.. 4.328 10.6.. 0 0 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .001 .001 .001 Checked By ft Fa ksi Ft ksi Fb k...Fbz k... Cb Cm Cmz E• n O v18.163 10.6..Iv 118.163 O 1v1 0 1v118.163 10.6..1v118.163 10.6.. 4v 118.163 10.6.. 4v 118.163 10.6..1v118.163 10.6.. Iv 118.163 10.6..Iv 118.163 10.6..1v118.163 10.6..Iv 118.163 10.6..1v118.163 10.6. v118.163 10.6.. v118.163 10.6.. v118.163 O v118.163 10 6.11/118.163 0 1v1 0 1v1 0 1v1 10.64118.163 10.6..4x 118.163 10.6..4v 118.163 10.6.. Iv 118.163 O 1v1 0 1v1 O lv 18.163 O lv 18.163 10.6.. v118.163 0 v118.163 0. v118.163 O v118.163 0 108.163 10.6..Iv118.163 O 1v118.163 0 108.163 0 1v1 0 1v118.163 10.6..Iv 118.163 10.6..1v 118.163 10.6.. v118.163 10.6.. v118.163 10.6..1v118.163 10.6..4x 118.163 10.64118.163 10.64118.163 10.6..4v 118.163 10.6.. Iv 118.163 10.6..4v 118.163 10.6..1v118.163 10.6..Iv 118.163 10.6:.1v118.163 10.6..1v118.163 O 108.163 0 M18.163 27.6 27.6 27.6 1.2...506 111 27.6 127.6 1 27.6 11 1.711.851H2-1 27.6 127.6 127.6 11.2.4.6211.851111-2 27.6 127.6 127.6 11.2.4.6281.851111 1 27.6 127.6 27.6 11.3.4.5111.851H1 1 27.6 130.36 30.361 1 1.7021.851H2 1 27.6 127.6 27.6 11.3.1.5141.851m 1 1 27.6 127.6 27.6 11 041.5231.851H1 1 27.6 127.6 27.6 11.3.1.6111.851111 1 27.6 130.36 30.361 1 1.7021.851H2-1 27.6 127.6 27.6 11.3.1.6141.851H1 1 27.6 127.6 27.6 11.04 .5231.851.5231.851111 1 27.6 127.6 27.6 11.3...5111.851M 1 1 27.6 130.36 30.361 1 1.7021.851H2 1 27.6 27.6 27.6 11.3.1.6141.851H1 1 27.6 27.6 27.6 I1.041.523I.85IH11 27.6 27.6 27.6 11.2.1.5081.851F11-2 27.6 27.6 27.6 11 1.7711.851H2 1 27.6 27.6 27.6 11.2.4.5171.851H1-2 27.6 27.6 27.6 11.2.1.7681.851111 1 27.6 27.6 27.6 I1•2..L451.851H1 -2 27.6 30.36 30.36 1.64.5441.851H 1 1 27.6 30.36 30.36 1.6..1.5441.85I H 1 1 27.6 30.36 30.3611.6.1.6441.851H1 1 27.6 27.6 27.6 11.0..4.4791.851 H 1 1 27.6 27.6 27.6 I -2 27.6 27.6 27.611•2.1.451.851H1 -2 27.6 27.6 27.611.2.4.451.851H1 -2 27.6 27.6 27.6 1 1 2 .4.451.851H 1 2 27.6 27.6 27.6 1 1.0..1.4791.851 H 1 1 27.6 27.6 27.6 11.2..1..451.851111 2 27.6 27.6 27.611.2.1.451.851H1 -2 27.6 27.6 27.6 11.2.1.451.851111-2 27.6 27.6 27.61 -2 27.6 27.6 27.6 11.0.1.4791.851H1 1 27.6 27.6 27.6 11.2.1.451.851H1 -2 27.6 27.6 27.611•2•1.451.851H1 -2 27.6 27.6 27.61 -2 27.6 27.6 27.6 1.2.4.45 .851111-2 27.6 27.6 27.6 1.0 .4479 .851111 1 27.6 27.6 27.6 1.0.4.4791.851H1 1 27.6 27.6 27.6 11.0 1.4791.851 H 1 1 27.6 27.6 27.6 11.o .1.4791.85 H1 1 27.6 27.6 27.6 11.0..1.4791.85 H1 1 27.6 27.6 27.6 11.0.4.4791.851H1 1 27.6 27.6 27.6 11.0..44791.851m 1 1 27.6 27.6 27.6 11 0..1.4791.851 H 1 1 1 27.6 27.6 27.6 11.0.1.4791.851111 11 27.6 27.6 27.6 11.o .1.4791.851H 1 1 1 27.6 27.6 27.6 11.0.1.4791.851111 1 1 27.6 27.6 27.6 11.0.1.4791.85 H1 1 27.6 27.6 27.6 11.0..1.5091.85 111 1 27.6 30.36 30.361 1 1.7441.851112-11 27.6 27.6 27.6 11.0..1.5161.851 H1 11 27.6 27.6 27.6 11 1 .1.6841.851111 11 27.6 27.6 27.6 112.4.451.851M-21 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 507 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member RISC ASD Steel Code Checks (Bv Item) (Continued) 7770 7771 7772 7773 7774 7775 7776 7777 7778 7779 7780 7781 7782 7783 7784 7785 7786 7787 7788 7789 7790 7791 7792 7793 7794 7795 7796 7797 7798 7799 7800 7801 7802 7803 7804 7805 7806 7807 7808 7809 7810 7811 7812 7813 7814 7815 7816 7817 7818 7819 7820 7821 7822 7823 7824 7825 LC Member 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 221 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Shane M111 HSS6X.. UC Max .005 .005 .005 .009 .116 .008 .175 .000 .007 .009 .007 .007 .007 .009 .009 .009 .008 .053 .008 .034 .010 .042 .009 .028 .010 .042 .009 .028 .010 .042 .009 .028 .006 .051 .005 .033 .010 .013 .013 .013 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 .009 Locfft1Shea.. 0. 0 0 0 4.661 0 0 0 10.4 10.4 10.4 10.4 10.4 104. 104. 104. 10.4 4.592 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4. 104 104. 4 155 10.4 10.4 10.4.. 10.4 104. 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 10.4 .001 .001 .001 .001 .001 .001 .001 .000 .001 .001 .001 .001 .001 10 4 .001 10 4..001 .001 .001 .003 .001 .003 .001 .002 .001 .002 .001 .002 .001 .002 .001 .002 .001 .002 .001 .002 .001 .002 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 Locfft`... Fafksi Ftfksil 0 1v118.1631 27 6 0 108.163 27.6 0 Iv118.163 27.6 0 1v118.163 27.6 10.6..1v118.163 27.6 0 11/118.163 27.6 0 108.163 27.6 0 17118.364 27.6 10.4.1x118.364 27.6 10.4 .108.364 27.6 10.4.1v118.364 27.6 10.4.1x118.364 27.6 10.4 .1v118.364 27.6 104.11/118.364 27.6 104.108.364 27.6 104.108.364 27.6 10.4 .108.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4 .108.364 27.6 10.4.1v118.364 27.6 10.4.1x118.364 27.6 10.4 .1v118.364 27.6 10.4.1x118.364 27.6 10.4.1x118.364 27.6 10.4.1v118.364 27.6 10.4.1x118.364 27.6 104.108.364 27.6 10 4.1v118.364 27.6 104.1x118.364 27.6 10.4 .1v118.364 27.6 0 lv 18.364 27.6 10.4 .1v 18.364 27.6 10.4.1x118.364 27.6 10.4.1v118.364 27.6 10.4 .1v118.364 27.6 10.4 .1v118.364 27.6 10.4 .1)/118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1)/118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1x118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4.1v118.364 27.6 10.4 .1v118.364 27.6 Fbvfk.. 27.6 27.6 27.6 27.6 27.6 27.6 27.6 30.36 27.6 30.36 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 30.36 27.6 27.6 27.6 30.36 27.6 27.6 27.6 30.36 27.6 27.6 27.6 27.6 27.6 30.36 30.36 30.36 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 27.6 Checked By Fbzfk... Cb CmvCmz Eon 27.6 11.2-1.451.851H1-2 27.6 11.2..1.451.851H1 -2 27.6 11.2..L451.851H1 -2 27.611 .2..F.5081.851 H 1 2 27.61 1 .7651.851112 1 27.611.2...5171.851H1-2 27.611.2..1.7561.851H1 1 30.3611 751 .6 I .6 1H1 1 27.6 11.3..1241.851 H 1 -2 30.3611.5..1.6651.851 H2 -1 27.6 11.3..1.241.851 H1 -2 27.6 11.3..1.241.851 H1 -2 27.611.3.1.241.8511 27.6 11.5.1.9061.851H1-2 27.6 I1.5..1.9061.85IH1 -2 27.6 W5.4.9061.851111-2 27.611.3..[.7631.851H1-2 27.6 11.3..1.4411.851H1 1 27.6 W2..1.5551.851111-2 27.61 1 1.5651.851H2 1 27.611.5..1.811.851111-21 27.6 11.5..1.5231.851H1 11 27.611 .5.1.6621.851H2 -1 I 30.3611.5..1.4561.85 H2-11 27.611.5..I.81 .85 H1 -2 27.6 11.5..1.523 .551H1 1 27.6 11.5-1-6621.851H2 1 30.3611.5..1.4561, 851 H2 -1 27.6 11.5..1.811.851 H 1 -2 27.611.5..[.5231.851H1 1 27.6 11.5..L.6621.85I H2 -1 30.3611.5..1.4561.851 H2 1 27.611.371.9541.851H1-2 27.6 11.3..1.4591.851 H 1 1 27.611.2.4.6121.851H1-2 27.61 1 1.5321.851 H2 1 27.611.3.1.241.851H1-2 30.3611.651.5461.851H2 1 30.3611.651.5461.851H2 1 30.3611.651.5461.851112-1 27.611 4 .1.3781.851, H 1 -2 27.6 11.3.1.241.851H1-2 27.6 11.3..1.241.851 H 1 -2 27.611.3.1.241.851H1-2 27.611.3-1.241.851H1-2 27.611 4 .1.3781.851H1 -2 27.611.3..1.241.851M-2 27.6 11.3.1.241.851 H1 -2 27.611.3..1.241.851M-2 27.6 11.3.1.241.851 H1 -2 27.611 4 1.3781.851H1-2 27.6 11.3.1.241.851111-2 27.611.3.3.241.851H1-2 27.6 11.3..1.241.851 H1 -2 27.611.3..1..241.851H1-2 27.611 4 .1.3781.851H1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 Page 508 609 abed Z L H 198' 1 199'1 "Z'Z Z I. 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Fafksil Ftfksil Fbvfk...Fbzfk... 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UC Max .011 .011 .011 .011 .049 .012 .085 .007 .007 .007 .007 .008 .051 .010 .080 .000 .010 .016 .010 .010 .010 .013 .013 .013 .013 .033 .012 .015 .015 .029 .015 .017 .015 .029 .015 .017 .015 .029 .015 .017 .009 .029 .009 .015 .014 .026 .026 .026 .013 .012 .012 .012 .012 .013 .012 .012 Barker Support Locfft)Shea...Locrft i... Fafksil 10.6.. .001 0 v118.163 10.6.. .001 0 v(18.163 10.6.. .001 0 v118.163 0 .002 0 v118.163 5.881 .004 10.6.. v118.163 10.6.. .002 0 v(18.163 10.6.. .004 0 v118.163 10.6.. .001 0 v118.163 10.6.. .001 0 v118.163 10.6.. .001 0 v(18.163 10.6.. .001 0 v118.163 O .001 0 v118.163 6.214 .004 0 v118.163 0 .001 0 v118.163 10.6.. .004 0 v118.163 0 .000 0 z118.298 0 .001 10.5.. v118.298 0 .002 10.5.. v118.298 0 .001 10.5.. v118.298 0 .001 10.5.. v118.298 O .001 10.5.. v116.298 .769 .002 10.5.. 08.298 .769 .002 10.5.. v118.298 .769 .002 10.5.. v118.298 10.5. .001 10.5.. v118.298 0 .003 10.5.. v118.298 10.5.. .001 10.5..(v118.298 O .003 10.5.11/118.298 10.5..1k/118.298 10.5..1v 118.298 10.5.1v118.298 10.5..(v118.298 10.5.1v118.298 10.5.. 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UC Max LocfftlShea...Locfttll... Fafksil Ftfksil Fbvfk...Fbzfk... 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10.5..1.002 110.5.1x118.298 27.6 30.3630.3612.2..1.5851.851H11 .013 10.5 .002110.5..1v118.298 27.6 30.3630.3612.2..1.5851.851H1 1 .013 10.5.1 .002110.5..11/18.298 27.6 30.36 30.3612.2..1.5851.851H1 1 .013 10.5..1 10.5..1,X 18.298 27.6 30.36 30.3612.24585 .85 I H1 1 .018 10.5..1.002 10.5..1v 118.298 27.6 30.36 30.3612.1 ..938.851 H 1 1 .043 10.5.. .004 10.5..1vI18.298 27.6 30.3630.36I2.0..L.6161.85IH1 1 .017 10.5.1 .002 10.5..1x118.298 27.6 30.3630.36I2.2..1.7821.851H1 -2 .025 2.747 .004 10.5..108.298 27.6 30.3630.3612.31.6351.8511121 .009 0 .001 10.5..1vI18.298 27.6 27.6 27.6111 .1.6411.851H11 .009 0 .001 10.5..11/118.298 27.6 27.6 27.611 1 .L.641I.85IH1 11 .009 0 .001 10.5..1i/118.298 27.6 27.6 27.6111 .1..6411.851H111 .009 0 .001 10.5..1v118.298 27.6 2.7.6 27.611 1 ..6411,851H1 1 .013 10.5.. .001 10.5..108.298 27.6 27.6 27.611.0...8751.851H1 1 .042 0 .004 10.5..1x118.298 27.6 27.6 27.611 1 .1.6241.851H1 11 .013 0.5.. .001 10.5.Iv118.298 27.6 27.6 27.6 I1 1 .I.844I.85IH1-2I .022 0 .004 10.5..1 v 118.298 27.6 27.6 27.6 1 1.6221 .85 I H2 1 .000 0 .000 0 z118.163 27.6 30.3630.3611 751.6 I .6 IH1 1 .010 0.6.. .001 0 v118.163 27.6 27.6 27.611 1 .L.4521.85IH1 1 .009 0.6.. .001 0 vI18.163 27.6 27.6 27.6 11.0.. 1 .010 0.6.. .001 0 vI18.163 27.6 27.6 27.611 1 .1.4521.85IH1 1 .010 0.6.. .001 0 v118.163 27.6 27.6 27.611 1 .1.4521.851 H 1 1 .010 0.6.. .001 0 vI18.163 27.6 27.6 27.611 1 .1.4521.851H1 1 .009 0.6.. .001 0 v118.163 27.6 27.6 27.6 I1.0..1.8331.851H1 1 .009 0.6.. .001 0 v118.163 27.6 27.6 27.6 I1.0..1.833I.85IH1 1 .009 0.6.. .001 0 vI18.163 27.6 27.6 27.6 11.0..1.8331.85IH1 1 .009 0 .001 0 v118.163 27.6 27.6 27.6 11 1 .1.6411.851H1 1 .015 5.881 .002 0 vI18.163 27.6 27.6 27.611141.5641.851H21 .011 0.6.. .001 0 vI18.163 27.6 27.6 27.6 I1 1 .1.936I.85IH1 1 .033 0.6.. .002 0 v118.163 27.6 27.6 27.6 11 1 .1.5291.851H1 1 .008 10:6...001 0 v118.163 27.6 77.6 27.6 I1.07I.594I.85IH1 1 .012 0 .002 0 v118.163 27.6 27.6 27.611.0.4.4521.851H2-1 .010 10.6...001 0 v118.163 27.6 27.6 27.6 11.0••1.938I.85IH1 1 .026 10.6.. .002 0 v118.163 27.6 27.6 27.611.0..1.590.851H11 .008 10.6.. .001 0 v118.163 27.6 27.6 27.6 11.07I.5941.851H1 1 .012 0 .002 0 vI18.163 27.6 27.6 27.6 I1.0..1.452I.85IH2 -1 .010 10.6.. .001 0 vI18.163 27.6 27.6 27.611.0 .026 10.6.. .002 0 v118.163 27.6 27.6 27.6 I1.0..1.599I.85IH1 1 .008 10.6.. .001 0 v118.163 27.6 77.6 27.6 I1.07I.594I.85IH1 1 .012 0 .002 0 v118.163 27.6 77 6 27.61 .010 10.6.. .001 0 v118.163 27.6 27.6 27.611.0..1.9381.851H1 1 .026 110.6.. .002 0 v118.163 27.6 27.6 27.611.04.5981.851H1 t RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 514 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) 18162 18163 18164 8165 8166 8167 8168 8169 8170 8171 8172 8173 8174 8175 8176 8177 8178 8179 8180 8181 8182 8183 8184 8185 8186 8187 8188 8189 8190 8191 8192 8193 8194 8195 8196 8197 8198 8199 8200 8201 8202 8203 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10.6. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 V118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .002 0 v 118.163 27.6 10.6.. .003 0 v118.153 27.6 10.6.. :002 0 v118.163 27.6 10.6.. .003 0 v118.163 27.6 10.6...0 01 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 0 .002 0 v118.163 27.6 6.214 .003 0 v118.163 27.6 10.6.. .001 0 v118.163 27.6 10.6.. .003 0 v118.163 27.6 0 .000 0 z121.297 21.6 0 .029 1.46 v121.297 21.6 0 .017 1.46 V121.297 21.6 0 .029 1.46 41.297 21:6 0 .029 1.46 v121.297 21.6 0 .029 1.46 v121.297 21.6 0 .020 1.46 v121.297 21.6 0 .020 1.46 v 421 .297 21.6 0 .020 1.46 v121.297 21.6 Fbvfk...Fbzfk... Cb Cmy�Cmz Ean 27.6 27.6 11 1 .1.7071.851H1-21 27.6 27.6 1 1 1.5551.85 1 H2 11 '27.6 27.6 11 111.9641.85 (H 1 1 27.6 27.6 11 1 .1.5341.851H1 1 27.6 27.6 11 1 1.4521.85 I H 1 1 27.6 27.6 11.0..1.893.851H1 1 27.6 27.61 .85I H 1 1 27.6 27.6 11.o.4.5931.8511-11 1 27.6 27.6 1 27.6 27.6 11 1 .1.4521.85 H1 1 27.6 27.611 1 .1.4521.85 H1 1 27.6 27.6 11 1 .1.4521.851H1 1 27.6 27.6 1 1 1 .1.4521, 85 I H 1 1 27.6 27.6 11.0 ..661.851111 1 27.6 27.6 11 1 ..4521.851H1 1 27.6 27.6 11 1 1.4521.8511-H 1 27.6 27.6 11 1 .1.4521, 85 I H 1 1 27.6 27.6 11 1 .1.4521.851H1 1 27.6 27.6 11.01.661.851H1 1 27.6 27.6 11 1 4.4521,85 (H1 1 27.6 27.6 11 1 4.4521.851 H 1 1 27.6 27.6 11 1 ..4521.851H1 1 27.6 27.6 11 1 .1.4521.851 H 1 1. 27.6 27.6 1 01.661.851H 1 27.6 27.6 11 01.661.851111 H1 1 27.6 27.6 11 0.1.661.851H1 1 27.6 27.6 11.01.661.851H1 1 27.6 27.6 11.0••1.661.851 H1 1 27.6 27.6 11.0 .1.66 851 H 1 -1 27.6 27.6 11.0 .1.661.85I H 1 1 27.6 27.611•0.4.661.85IH11 27.6 27.6 1 0 1.661.851 H 1 1 27.6 27.6 11.0 .1 .661.85 (H 1 1 27.6 27.6 11.01.661.851H1 1 27.6 27.6 11.01.661.851H1 1 27.6 27.6 11 1 .1.6831.85 I H 1 1 27.6 27.6 11 1.5221,851H2 27.6 27.611 0..1.9491.851H1 1 27.6 27.6 11 0.1.5591.851H1 1 27.6 27.611 1 .1.4521.851H1 1 27.6 27.6 11 1 .(.4521,85IH1 1 27.6 27.6 1 1..452.85 (H 1 1 27.6 27.6 11 1 ..4521.851H1 1 27.6 27.611 1 .1.702(85( 27.6 27.61 1 1.5551.851H2 1 27.6 27.611 11 .9721.85 I H 1 1 27.6 27.6 11 11 .5341.851 H 1 1 27 23.761 1 1.6 1.6 (H1 1 27 23.7611 1 1.856(. 851 H 1 -2 27 23.761 1 .4.8811.851H1-2 27 23.761 1 .1.8561,851H1 -2 27 23.761 1 .1.8561.851H1-2 27 23.7611 1 4.8561.851H1-2 27 23.7611 1 .1 .871.851 H 1 -2 27 .23.7611 1 .1.871.851H1-2 27 23.761 1 .(.871.85(H RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 515 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member RISC ASD Steel Code Checks (By Item) (Continued) LC Member 18218 10 18219 11 18220 12 18221 13 18222 14 18223 15 18224 16 18225 17 8226 18 8227 19 8228 20 8229 21 8230 22 8231 23 8232 8233 25 8234 26 8235 27 8236 28 8237 29 8238 30 8239 31 8240 32 8241 33 8242 34 8243 35 8244 36 8245 37 8246 38 8247 39 8248 40 8249 41 8250 42 8251 43 8252 44 8253 45 8254 46 8255 47 8256 48 8257 49 8258 50 8259 51 8260 52 8261 53 8262 54 8263 55 8264 56 8265 8266 58 8267 59 8268 60 8269 61 8270 62 8271 63 8272 64 8 273 65 Shaoe UC Max .131 .194 .072 .171 .095 .143 .051 .126 .095 .143 .051 .126 .095 .143 .051 .126 .093 .156 .036 .135 .133 .056 .056 .056 .096 .114 .114 .114 114 .096 .114 .114 .114 .114 .096 .114 .114 .114 .114 .096 .096 .096 .096 .096 .096 .096 .096 .096 .096 .096 .096 .148 .238 .065 .207 .085 Locfft``Shea...Locfft Fafksil Ftfksil Fbvfk...Fbzfk... Cb Cm Cmz Ean O 1 .039 1.461v121.297121.6 27 23.7611 1 .1.576.85 I H 1 -2 21.6 27 23.7611 1 .17891.851111-2 21.6 27 23.7611 141.2281.851H2-1 21.6 27 23.7611. 1 J7861.851112 1 21.6 27 23.7611 1 •1.561.851H1 -2 21.6 27 23.7611 1 .1.7891.85 I H 1 -2 21.6 27 23.7611 1 1.3031.851H2-1 21.6 27 23.7611 1 .1.7861_851H2-1 21.6 27 23.7611 1 .1.561.851H1-2 21.6 27 23.7611 1 .1.7891.851H1-2 21.6 27 23.7611 1 .1.3031.1151H2-1 21.6 27 23.7611 1 .1.7861 8012 H2 1 21.6 27 23.76111 .1.561 854H1-2 21.6 27 23.7611 1 .47891.851H1-2 21.6 27 23.7611 1 .1.3031.851H2-1 21.6 27 23.7611 1 .1. 1 21.6 27 23.7611 1 1.5411.851H1-2 21.6 27 23.7611 1 .1.7891.851111-2 21.6 27 23.7611 1 .1.3531.851 H2 1 21.6 27 23.7611 1 .1.7871.851 H2 1 21.6 27 23.7611 1 .1.8561.851H1-2 21.6 27 23.7611.0.4.9161.851H1 -2 21.6 27 23.7611.0 4.916 .851H1-2 21.6 77 23.7611.0..1.916.851H1 -2 21.6 27 23.7611 1 .1.8621.851H1-2 21.6 27 23.7611 1 .1.8561.851H1-2 21.6 27 23.7611 1 .1.8561.851H1-2 21.6 27 23.7611 1 4.8561.851H1-2 21.6 27 23.7611 1 4.8561.851H1-2 21.6 27 23.7611 1 .1.8621.851 H1 -2 21.6 27 23.7611 1 .1 .8561.851 H 1 -2 21.6 27 23.7611 1 .(.8561851H1-2 21.6 27 23.7611 1 .(.8561.851H1-2 21.6 27 23.7611 1 .4.8561.851H1-2 21.6 27 23.7611 1 4.8621.851H1-2 21.6 27 23.7611 1 .48561.851H1-2 21.6 27 23.7611 1 .1.8561.851H1-2 21.6 27 23.7611 1 4.8561.851H1-2 21.6 27 23.761 1 ..856.851H1-2 21.6 27 23.7611..862.851H1-2 21.6 27 23.7611 1 ..862.85 I H 1 -2 21.6 77 23.7611 1 ..862851H1-2 21.6 27 23.7611 1 .1.862.851H1 -2 21.6 27 23.7611 1 .1.862.851 H1-2 21.6 77 23.7611 1 1.862 .85 I H 1 -2 21.6 27 23.7611 1 .1.862.851 H1-2 21.6 27 23.7611 1 .1.862.851H1-2 21.6 27 23.7611 1 .1.862.851 H1 -2 21.6 27 23.7611 1 .1.862.851H1-2 21.6 27 23.7611 1 .1.862.85 H1 -2 21.6 27 23.7611 1 ..862.85 H1 -2 21.6 27 23.7611 1 .1.546.851H1-2 21.6 77 23.7611 1 .1.789.851H1-2 21.6 27 23.7611 1 .4341 .851H2 1 21.6 27 23.7611 1 .1.787.851 H2 1 21.6 27 23.7611 1 .1.8561.85 I H 1 21 0 .035 11.461 01.297 21.297 0 .019 11.461v121.297 0 .025 11.461 z 121 .297 O .028 1 1.461 v 21.297 0 .024 11.461 v 121 .297 0 .012 11.46101.297 0 .017 11.461z121.297 0 .028 1 1.461 v 121.297 0 .024 11461v121.297 0 .012 11.46 v121.297 O .017 11.46 z121.297 0 .028 1 1.461 v 21.297 0 .024 1 1.461 v 21.297 O .012 11.461v121.297 0 .017 11.461 z 121.297 0 .077 11.461 v 21.297 0 .023 1 1.461 v 121.297 0 .007 11.461z 21.297 0 .019 11.461z121.297 0 .040 11.461v 121.297 0 .016 11.461x121.297 O .016 11.46101.297 0 .016 1 1.461 v 121 .297 0 .029 1 1.461 v 21.297 O .035 11.461v0 .297 0 .035 11.461v0'.297 0 .035 1 1.461 v 121.297 0 .035 1 1.461 v 121.297 0 .079 11.46Iv21.297 0 .035 11.461v 21.297 O .035 1 1.461 v 121 .297 0 .035 11.461 01.297 121.297 0 .035 1 1.461 v 121.297 0 .029 11.461 v 121.297 0 .035 1 1.461 v 121.297 O .035 1 1.461 v 121.297 0 .035 1 1.461 v 121.297 O .035 1.461x21.297 O .079 1.46 v121.297 O .029 11.46 v121.297 O .029 11.461v 21.297 0 .029 1 1.461 v 21.297 0 .029 11.461 01.297 121.297 0 .029 11.461 v 121.297 0 .029 1 1.461 v 121.297 0 .079 1 1.461 v 121.297 0 .029 1 1.461 v 21.297 0 .029 11.461 v 121.297 0 .029 11.,461y121.297 0 .029 11.461v121.297 0 .043 11.461 01.297 121 .297 0 .037 1 1.461 v 121 .297 0 .014 11.46101.297 0 .028 1 1.461 z 21.297 0 .026 1 1.461 v 121 .297 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 516 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 8274 8275 8276 8277 8278 8279 8280 8281 8282 8283 8284 8285 8286 8287 8288 8289 8290 8291 8292 8293 8294 8295 8296 8297 8298 8299 8300 8301 8302 8303 8304 8305 8306 8307 8308 8309 8310 8311 8312 8313 8314 8315 8316 8317 8318 8319 8320 8321 8322 8323 8324 8325 8326 8327 8328 8329 LC 66 67 68 69 70 71 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Member M117 Shane W16X77 UC Max LocfftJShea...Locfft Fafksi Ftrksil Fbvfk...Fbzfk... Cb Cm Cmz Eon .085 0 .026 11.46 1A21.297 21.6 27 23.7611 1 .1.856.85111 -2 .085 0 .02611.461x121.297121.6 27 23.76111.4.8561.851H1 -2 .085 0 .02611.461vk21.297 21.6 27 23.7611 1 .1.8561.851H1 -2 .138 0 .040 11.461v121.297 21.6 27 23.7611 1 .1.5441.851H1 -2 .227 0 .034 11.46Iv121.297 21.6 27 23.76111 .1.7891.851H1 .055 0 .011 11.461v121.297 21.6 27 23.76111.1.3451.851H21 .197 0 .027 11.461z121.297 21.6 27 23.76111 .1.7871.851H2 1 .000 0 .000 0 Iz121.2971 27 23.761 1 1.6 1.6IH11 .094 0 .02911.461v121•297121.6 27 23.76111.1.8521.851H1 -2 .057 0 .01711.461v121•297 21.6 27 23.7611 131.8331.851H1 -2 .094 0 .029 11.461 v 121.297 21.6 27 23.7611 1 .1.8521.851H1-2 .094 0 .02911.461v121.297 21.6 27 23.7611 1 .1.8521.851H1 -2 .094 0 .029 11.461 v 121.297 21.6 27 23.7611 1 .1.8521.851 H 1 21 .066 0 .020 11.46101.297 21.6 27 23.7611 1 .1.839.851111 21 .066 0 .020 11.46141.297 21.6 27 23.7611 1 .1.839 -2 .066 0 .020 11.461 v 121.297 21.6 27 23.7611 1 .1.8391.851111-2 .129 0 .039 1 1.461 v 121.297 21.6 27 23.7611 1 4.5771.851H1 .171 0 .02511.461z121.297 21.6 27 23.7611 1 .1.7891.851112 1 .070 0 .018 11.461x1 21.6 27 23.7611 1 4.291.851H2 1 .194 0 .03411.46Iv121.297 21.6 27 23.7611 1 .1.7921.851H1 -2 .093 0 .02811.461x121.297 21.6 27 23.7611 1 .1.5811.85IH1 -2 .124 0 .017 11.4641 21.6 27 23.761 1 .1.7891.851112 1 .048 0 .012 11.46141.297 21.6 27 23.7611 1 4.321.85IH2 1 .142 0 .024 11.461v121.297 21.6 27 23.7611 1 .1.7921.851H1 -2 .093 0 .028 11.46Iv121.297 21.6 27 23.7611 1 .1.5811.851111 -2 .124 0 .017 11.461 z 121.297 21.6 127 23.7611 1 .1.7891.85 I H2 1 .048 0 .012 I1.46Iv121.297 21.61 27 23.7611 1 .1.321.85IH2 1 .142 0 .02411.46Iv121.297 21.6 1 27 23.7611 1 .1•7921.851H1 .093 0 .02811.461v121.297 21.6 127 23.7611 1 •1.5811.851H1 -2 .124 0 .017 11.461z121.297 21.6 27 23.7611 1 .11.7891.851112 -1 .048 0 .012 I1.46Iv121.297 21.6 27 23.7611 1 .321.851112 1 .142 0 .024 11.461 41.297 121.297 21.6 27 23.7611 1 ..7921.85 I H 1 -2 .092 0 .027 11.461 v 121.297 21.6 27 23.7611 1 .1.5371.851H1-2 .135 0 .019 1 1.461 z 121.297 21.6 27 23.7611 1 .1.7891.85 I H2 1 .034 0 .007 11.461 z 1 21.6 27 23.761 1 4.2871, 851 H2 1 .157 0 .023 11.461v12 21.6 27 23.7611 1 .4.7911,851111 -2 .132 0 .040 11.461v 1297 '21.6 27 23.7611 1 .1.8521.851111 -2 .054 0 .016 11.46141.297 21.6 27 23.7611 1 .1.8241.851111 -2 .054 0 .016 11.461 41.297 121.297 21.6 27 23.7611 1 .1.8241.851H1.-21 .054 0 .016 11.461x121.297 21.6 27 23.7611 1 .1.8241.851H1 .095 0 .028 11.461x121.297 21.6 27 23.7611 1 .1.8451,851111 -2 .113 0 .034 11.46101.297 21.6 27 23.7611 1 .1.8521,85 H1 -2 .113 0 .034 11.46141.297 21.6 27 23.7611 1 .1.8521.85 H1 21 .113 0 .03411.461x121.297 21.6 27 23.761 1 .1.8521,851H .113 0 .03411 .46Iv121.297 21.6 27 23.7611 1 .1.8521.851H1 -2 .095 0 .028 11.46101.297 21.6 27 23.7611 1 .1.8451.851H1 2 .113 0 .034 11.46101.297 21.6 27 23.7611 .1 .1.8521.851111 -2 .113 0 .03411.4611/121.297 21.6 27 23.7611 1 .1.8521.851111 -2 .113 0 .034 11.461v121.297 21.6 27 23.7611 1 .1.8521.851111 2 .113 0 .03411.461x121.297 21.6 27 23.761 1 .1.8521.851H1 .095 0 .028 11.461 v 121.297 21.6 27 23.7611 1 1.8451.851H1 .113 0 .034 11.461x121.297 21.6 27 23.7611 1..1.8521.851111 -2 .113 0 .034 11:461v121.297 21.6 27 23.7611 1 .1.8521.851111-2 .113 0 .034 11.46101.297 21.6 27 23.761 1 4.8521.851H1 -2 .113 0 1-.034 11.461 v 121.297 21.6 27 23.7611 1 .1.8521.851111 -2 .095 0 I .028 11.461v121.297 21.6 27 23.7611 1 .1.8451.851H1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 517 1 1 1 1 t 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 18330 18331 8332 8333 18334 8335 8336 8337 8338 8339 18340 18341 8342 8343 18344 8345 8346 8347 8348 8349 18350 18351 8352 8353 8354 8355 8356 8357 8358 8359 8360 8361 8362 8363 8364 8365 8366 8367 8368 8369 8370 8371 8372 8373 8374 8375 8376 8377 8378 8379 8380 8381 8382 8383 8384 8385 LC Member 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 1 M118 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Shaoe W14X53 UC Max LocfftlShea...Locfft l... FafksiIFtfksil Fbvfk...Fbzrk... Cb CmiCmz Eon 121 .095 0 .028 11.461x.297 21.6 127 23.7611 1 ..845.851H1 -2 .095 0 .028 11.461x21.297 21.6 27 23.761 1 ..8451.851H1 -2 .095 0 .02811.46Iv121.297 21.6 27 23.761 1 ..8451.851H1 -2 .095 0 .02811.461v121.297 21.6 27 23.761 1 ..845.851H1 -2 .095 0 .028 11.461 v 121.297 21.6 27 23.761 1 ..845851H1-2 .095 0 .028 11.461 v 121.297 21.6 27 23.761 1 ..8451.851H1-2 .095 0 .02811.461v121.297 21.6 27 23.761 1 ..8451.851H1 -2 .095 0 .02811.461v121.297 21.6 27 23.761 1 ..8451.851H1 -2 .095 0 .028 11.461v121.297 21.6 27 23.761 1 ..8451.851H1 -2 .095 0 .02811.461v121.297 21.6 27 23.761 1 ..8451.85(H1 -2 .095 0 .028 11.461v121.297 21.6 27 23.761 1 ..8451.851H1 -2 .145 0 .04311.461v121.297 21.6 27 23.761 1 ..5521.851H1 -2 .206 0 .028 11.461 z 121.297 21.6 27 23.761 1 ..789(851H2 1 .061 0 .014 1 1.461 v 121.297 21.6 27 23.761 1 ..2261.85 (H2 1 .238 0 .037 11.46Iv121.297 21.6 27 23.761 1 ..7911.851H1 -2 .085 0 .026 11.461v121.297 21.6 27 23.761 1 ..8521.851111 -2 .085 0 .026 11.461v121.297 21.6 27 23.761 1 ..8521.85IH1 -2 .085 0 .026 11.461v121.297 21.6 27 23.761 1 ..8521.851H1 -2 .085 0 .026 11.461 v 121.297 21.6 27 23.761 1 ..8521.851H1-21 .135 0 .040 11.461v121.297 21.6 27 23.761 1 .541.851111 -21 .197 0 .027 11.461z121.297 21.6 27 23.761 1 ..7891.85 H2 1 1 .052 0 .011 (1.46(v121.297 21.6 27 23.761 1 ..2761.85 H2 -1 .228 0 .034 11.461 v 121.297 21.6 27 23.761 1 ..7911851H1-2 .000 0 .0001 0 Iz(17.694 21.6 27 21.6 1 .6 I .6 IH1 1 .376 4.585 .172 19.171017.694 21.6 27 21.6 1 .9791.851H1 -2 .372 4.585 .173 19.17Iv117.694 21.6 27 21.6 1 .4671.851H1 -2 .376 4.585 .172 19.171vI17.694 21.6 27 21.6 1 .9791.851H1 -2 .376 4.585 .172 19.171 07.694 117.694 21.6 27 21.6 1 .9791.851H1-21 .376 4.585 .172 19.171x117.694 21.6 27 21.6 1 .9791.851H1 -21 .373 4.585 .173 19.171 v 117.694 21.6 27 21.6 1 .559185(H1-2 .373. 4.585 .173 19.171v117.694 21.6 27 21.6 1 .5591.851111 -2 373 4.585 .173 19.171 x 117.694 21.6 27 21.6 1 .559(85(H1-21 461 4.585 .211 19,171 v 117.694 21.6 27 21.6 1 .6631.851H1-2I .382 4.585 .173 19.171,117.694 21.6 27 21.6 1 .2061.851H1 -2 .292 4.585 _13319.171x117.694 21.6 27 21.6 1 •7971.85IH1 -2 .381 4.585 .173 I 0 1v117.694 21.6 27 21.6 1 2061.851H2 1 .437 4.585 .202 19.171vI17.694 21.6 27 21.6 1 .5681.851H1 -2 377 4.585 ,17319.171x117.694 21.6 27 21.6 1 .2051.85IH1 -2 .310 4.585 .143 19.171vI17.694 21.6 27 21.6 1 .941.851111 -21 .377 4.585 .172 I 0 107.694 117.694 21.6 27 21.6 1 .2051.85 (H2 -1 .437 4.585 .202 19.171v117.694 21.6 27 21.6 1 .5681.851H1 -2 _377 4.585 .173 19.171vI17.694 21.6 27 21.6 1 .2051.851H1 -2 .310 4.585 .14319.171v117.694 21.6 27 21.6 1 .941.851H1 -2 .377 4.585 .172 1 0 I v 117.694 21.6 27 21.6 1 .2051.85 (H2 1 .437 4.585 .20219.171x117.694 21.6 27 21.6 1 .5681.851111 -2 .377 4.585 .173 19.171vI17.694 21.6 27 21.6 1 .2051.851H1 -2 .31.0 4.585 .143 19.171v117.694 21.6 27 21.6 1 .941.851H1 -2 .377 4.585 .172 I 0 1x117.694 21.6 27 21.6 1 .2051.851112 1 .312 4.585 .142 19.171 v 117.694 21.6 27 21.6 1 .7011.851H1-2 .232 4.585 .104 19.171vI17.694 21.6 27 21.6 1 .2041.85IH1 -2 .142 4.585 .06419.17(v117.694 21.6 27 21.6 1 .7791.851H1 -2 .231 4.585 .1041 0 Iv117.694 21.6 27 21.6 1 .2041.851H2 11 .526 4.585 .241 19.171 07.694 I1 7.694 .21.6 27 21.6 1 9791.85 111 -21 .445 4.585 .208 19.171v117.694 21.6 27 21.6 1 .3661.85 H1 -2 .445 4.585 .208 19.171 v 117.694 21.6 27 21.6 1 .3661.851111 -2 .445 4.585 .208 19.17107.694 21.6 27 21.6 1 .3661.851111 -2 RISA -3D Version 8 0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 518 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Member AISC ASD Steel Code Checks (By Item) (Continued) LC Member 8386 34 8387 35 8388 36 8389 37 8390 38 8391 39 8392 40 8393 41 8394 42 8395 43 8396 44 8397 45 8398 46 8399 47 8400 48 8401 49 8402 50 8403 51 8404 52 8405 53 8406 54 8407 55 8408 56 8409 57 8410 58 8411 59 8412 60 8413 61 8414 62 8415 63 18416 64 18417 65 18418 66 8419 67 8420 68 8421 69 8422 70 8423 71 8424 72 8425 1 M119 8426 2 8427 3 8428 4 8429 5 8430 6 8431 7 8432 8 8433 9 8434 10 8435 11 8436 12 8437 13 8438 14 8439 151 8440 161 8441 171 Shaoe W14X53 Checked By LJC Max Locfft1Shea...Locfftl... Fafksi Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eon .449 4.585 .207 19.171 v 117.6941 21.6 27 21.61 1 .7121.851H1-21 .451 4.585 .20619.171v117.694 21.6 27 21.6 1 .9791.851 H1 .451 4.585 .206 19.171v1 21.6 27 21.6 1 .9791.851H1 -2 .451 4.585 .206 19.171v117.694 21.6 27 21.6 1 .9791.851H1 -2 .451 4.585 .20619.171v1 21.6 27 21.6 1 9791.851H1 2 .449 4.585 .207 19.171v117.694 21.6 27 21.6 1 .7121.851H1-2 .451 4.585 .206 19.171v117.694 21.6 27 21.6 1 979 1.851 111 .451 4.585 .206 19.171v117.694 21.6 27 21.6 1 9791.851H1 .451 4.585 .206 19.171 v 117.694 21.6 27 21.6 1 9791.851H1 2 .451 4.585 .206 19.171 v 117.694 21.6 27 21.6 1 9791.851 H1 .449 4.585 .207 19.171v117.694 21..6 27 21.6 1 .7121.851H1 -2 .451 4.585 .206 19. 1710 7.694 21.6 27 21.6 1 •9791.851H1 -2 .451 4.585 .206 19.171v117.694 21.6 27 21.6 1 •9791.851H1 -2 .451 4.585 .20619.171v117.694 21.6 27 21.6 1 9791.851111 2 451 4.585 .20619.171v117.694 21.6 27 21.6 1 9791.851 H1 .449 4.585 .20719.17107.694 21.6 27 21.6 1 •7121.851H1 -2 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 •7121.851H1 -2 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 .7121.851H1 2 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 7121.851H1 .449 4.585 .207 19.171 v 117.694 21.6 27 21.6 1 .7121.851H1-2 .449 4.585 .207 19.171v117.694 21.6 27 21.6 1 .7121.851H1 -2 .449 4.585 .207 19.171 07.694 117.694 21.6 27 21.6 1 .7121.851 H1 .449 4.585 .207 19.171v117.694 21.6 27 21.6 1 .7121.851H1 -2 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 .7121.851 H1 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 •7121.851 H1 2 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 .7121.851H1 -2 .449 4.585 .20719.171v117.694 21.6 27 21.6 1 .7121.851H1 -2 .572 4.585__26319.171v117.694 21.6 27 21.6 1 .651.851111 2 458 4.585 .20819.171v117.694 21.6 27 21.6 1 .2041.851H1 -2 .329 4.585 .15119.171v117.694 21.6 27 21.6 1 •8281.851H1 -2 .457 4.585 .2071 0 1v117.694 21.6 27 21.6 1 .2041.851H2 -1 .338 4.585 .15519.171v117.694 21.6 27 21.6 1 .9791.851H1 -2 .338 4.585 _15519.171v117.694 21.6 27 21.6 1 .9791.851H1 -2 .338 4.585 .155 19.171v117.694 21.6 27 21.6 1 .9791.851111 .338 4.585 .15519.171v117.694 21.6 27 21.6 1 .9791.851H1 -2 .461 4.585 .211 19.171v117.694 21.6 27 21.6 1 .6991.851H1 -2 .347 4.585 .156 19.171v117.694 21.6 27 21.6 1 .2041.851111 -2 .219 4.585 .0 1 5 9 6 9 19.171v117.694 21.6 27 21.6 1 .781.851H1 .346 4.585 .1 56 1 0 1v1 21.6 27 21.6 1 .2041.851112 1 .000 0 .0001 0 1z117.694 21.6 27 21.6 1 .6 I .6 1H1 1 .410 4.585 .172 19.171v117.694 21.6 27 21.6 1 .7721.851H1 -2 .409 4.585 .17219.171v117.694 21.6 27 21.6 1 .4881.851H1 -21 .410 4.585 .172 19.171v117.694 21.6 27 21.6 1 .7721.851H1 -21 .410 4.585 .172 19.171 v 117.694 21.6 27 21.6 1 .7721 .851H1 .410 4.585 .17219.171v117.694 21.6 27 21.6 1 .7721.851111 -2 .410 4.585 .172 19.171 07.694 117.694 21.6 27 21.6 1 .5541.851H1-2 .410 4.585 .172 19.17107.694 21.6 27 21.6 1 .5541.851H1 -2 .410 4.585 .172 19.1.71v1 21.6 27 21.6 1 .5541.851H1 -2 .323 4.585 .133 1 0 1v1 21.6 27 21.6 1 .8611.851H1 .418 4.585 .172 19.171v117.694 21.6 27 21.6 1 .2061.851H1 -2 .501 4.585 .21119.171v117.694 21.6 27 21.6 1 .5981.851H2 1 .417 4.585 .1721 0 1v1 21.6 27 21.6 1 1 .344 4.585 .14319.17107.694 21.6 27 21.6 1 .9951.851 H1 .415 4.585 .172 19.171 v 117.694 21.6 27 21.6 1 .2051.851H1-2 .478 4.585 .201 19.171x117.694 21.6 27 21.6 1 .5361.851112 -1 .415 4.585 .1721 0 1v117.694 21.6 27 21.6 1 .2041.851H2 1 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 519 t t 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member AISC ASD Steel Code Checks (By Item) (Continued) 18442 18443 18444 18445 8446 8447 18448 18449 18450 8451 8452 8453 18454 18455 8456 8457 8458 8459 8460 8461 8462 8463 8464 8465 8466 8467 8468 8469 8470 8471 8472 8473 8474 8475 8476 18477 8478 18479 18480 18481 8482 8483 18484 18485 8486 8487 8488 8489 8490 8491 8492 8493 69 8494 70 8495 71 8496172 184971 1 LC Member 181 191 201 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 M120 Shane W14X53 L1C Max LocfftlShea...Locfft l... Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Earl .344 4.585 .143 19.17 v 117.694 21.6 127 21.6 1 .995 I H 1 -21 .415 4.585 .172 19.171x117.694121.6 27 21.6 1 .2051.851H1 -21 .478 4.585 .201 19.17107.694121.6 27 21.6 1 .5361.851H2 -11 .415 4.585 .172 10 107.694 11 7.694 21.6 27 21.6 1 .2041.85 I H2 1 .344 4.585 .143 19.171 v 117.694 21.6 27 21.6 1 .9651.851H1-21 .415 4.585 .172 19.171x117.694 21.6 27 21.6 1 .2051.851H1 -2 .478 4.585 .201 19.171x117.694 21.6 27 21.6 1 .5361.851H2-1 .415 4.585 .172 1 0 1x117.694 21.6 27 21.6 1 .2041.851H2 -1 .159 4.585 064 I 0 Iv117.694 21.6 27 21.6 1 •8211.851H1 2 .253 4.585 .103 19.171 v 117.694 21.6 27 21.6 1 .2041.851H1 .338 4.585 .142 19.171x117.694 21.6 27 21.6 1 .6661.851H2 -1 .253 4.585 .1031 0 1v117.694 21.6 27 21.6 1 .2021.851H2 -1 .575 4.585 .241 19.171x117.694 21.6 27 21.6 1 .7721.851H1 2 .491 4.585 .206 19.171v117.694 21.6 27 21.6 1 .404 .851H1 .491 4.585 .20619.17107.694 21.6 27 21.6 1 .404.851H1 2 .491 4.585 .206 19.171v117.694 21.6 27 21.6 1 .4041.851H1 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .6471.851H1 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 •772I.85IH1 .492 4.585 .206 19.171 v 117.694 21.6 27 21.6 1 .7721.851111 -2 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7721.851H1 -2 .492 4.585 .20619.171v117.694 21.6 27 21.6 1 .7721.851H1 .492 4.585 2069.171v117.694 21.6 27 21.6 1 .6471.851111 -2 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7721.851H1 -2 .492 4.585 .206 19.171x117.694 21.6 27 21.6 1 .7721.851H1 2 .492 4.585 .206 1 9.171 v 117.694 21.6 27 21.6 1 .7721.851H1-2 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7721.851H1 -2 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .6471.851H1 2 .492 4.585 .20619.17107.694 21.6 27 21.6 1 .7721.85IH1 2 1 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7721.851H1 .492 4.585 20619. 1 71v117.694 21.6 27 21.6 1 .7721.851H1 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7721.851H1 -21 .492 4.585 .206 19.17Iv117.694 21.6 27 21.6 1 .6471.851H1 .492 4.585 .206 19.17Iv117.694 21.6 27 21.6 1 .6471.85IH1 -2 .492 4.585 :2 2 0 0 6 6 19:171v 17.694 21.6 27 21.6 1 .6471.85IH1 -2 .492 4.585 .206 19.17Iv 17.694 21.6 27 21.6 1 .6471.851H1 .492 4.585 20619.171v117.694 21.6 27 21.6 1 .6471.851H1 -2 .492 4.585 .2 0619.171v117.694 21.6 27 21.6 1 .6471.851H1 .492 4.585 .206 19.17Iv117.694 21.6 27 21.6 1 .6471.851111 -2 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .6471.851H1 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .6471.851111 2 .492 4.585 .206 19.171x117.694 21.6 27 21.6 1 .6471.851111 2 .492 4.585 206 19.171v117.694 21.6 27 21.6 1 .6471.851111 21 .492 4.585 .206 19.171v117.694 21.6 27 21.6 1 .6471.851H1 2I .367 4.585 .150 19.171v117.694 21.6 27 21.6 1 .8741.851H1 21 .502 4.585 .207 M 9.171 v 117.694 21.6 27 21.6 1 .2041.851111 21 .622 4.585 .262 19.171v117.694 21.6 27 21.6 1 .6181.851112 -1 .501 4.585 2061 0 1v117.694 21.6 27 21.6 1 .2031.851H2 -1 .369 4.585 .15519.171v117.694 21.6 27 21.6 1 .7721.851H1 -2 .369 4.58 .15519.171v117.694 21.6 27 21.6 1 .7721.851H1 -2 .369 4.585 .155 19.171x117.694 21.6 27 21.6 1 .7721.851H1 -2 .369 4.585 .155 19.171 v 117.694 21.6 27 21.6 1 .7721.851111 -2 .244 4.585 .099 10 107.694 117.694 21.6 27 21.6 1 .8241.85 I H 1 -2 .380 4.585 .15519.171v117.694 21.6 27 21.6 1 .2041.85IH1-2 .500 4.585 .211 19.171v117.694 21.6 27 21.6 1' •6611.851112 1 .379 4.585 .155 1 0 107.694 21.6 27 21.6 1 .202I.851H2 1 .000 0 .000 1 0 1z117.694 21.6 27 21.6 1 .6 1. .6 1H1 11 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 520 Company Green Creek Wood Products Designer JFB Job Number 10860 LC Member 8498 2 8499 3 8500 4 8501 5 8502 6 8503 7 8504 8 8505, 9 8506 10 8507 11 8508 12 8509 13 8510 14 8511 15 8512 16 8513 17 8514 18 8515 19 8516 20 8517 21 8518 22 8519 23 8520 24 8521 25 8522 26 8523 27 8524 28 8525 29 8526 30 8527 31 8528 32 8529 33 8530 34 8531 35 8532 36 8533 37 8534 38 8535 39 8536 40 8537 41 8538 42 8539 43 8540 44 8541 45 18542 46 18543 47 8544 48 8545 49 8546 50 8547 51 8548 52 8549 53 8550 54 8551 55 8552 56 8553 57 Shane Barker Support Member AISC ASD Steel Code Checks (By Item) (Continued) Checked By UC Max Locfft1Shea...Locfftl... Fafksil Ftfksil Fbvfk.. Cb Cm Cmz am .408 4.585 .172 0 'v117.694121.6 27 21.6 1 1.716.851111-2 .408 4.585 .172 9.171v117.694 21.6 27 21.6 1 .751.851111 -2 .408 4.585 .172 0 1v117.694 21.6 27 21.6 1 .7151.851H1 -2 .408 4.585 .172 0 Iv117694 21.6 27 21.6 1 .7151.851H1 -2 .408 4.585 .172 0 Iv117.694 21.6 27 21.6 1 .7151.85 I H 1 -2 .408 4.585 .172 9.171v117.694 21.6 27 21.6 1 .7431.851H1-2 .408 4.585 .172 9.171v117.694 21.6 27 21.6 1 .7431.851H1 -2 .408 4.585 .172 9.171v117694 21.6 27 21.6 1 .7431.851 H 1 -2 .499 4.585 .211 0 1v117.694 21.6 27 21.6 1 .5091.851H2 -1 .413 4.585 .172 9.171v117.694 21.6 27 21.6 1 .2131.851H1 -2 .321 4.585 .133 0 1v117.694 21.6 27 21.6 1 .661.851111 -2 .413 4.585 .172 0 1v117.694 21.6 27 21.6 1 .2171.85 I H2 1 .475 4.585 .201 9.17Iv117.694 21.6 27 21.6 1 .4361.851H2 11 .411 4.585 .172 9.17Iv117.694 21.6 27 21.6 1 •2121.851111 -2 .342 4.585 .142 9.171 v 117.694 21.6 27 21.6 1 .6821.851 H 1 -2 .411 4.585 .172 0 1v117.694 21.6 27 21.6 1 .219 .475 4.585 .201 9.171v117.694 21.6 27 21.6 1 .436.851H21 .411 4.585 .172 9.171v117.694 21.6 27 21.6 1 .2121.851H1 -2 .342 4.585 .142 9.171 07.694 117.694 21.6 27 21.6 1 .6821.85 H 1 .411 4.585 .172 0 Iv117.694 21.6 27 21.6 1 .2191.851H2 1 .475 4.585 .201 9.17Iv117.694 21.6 27 21.6 1 .4361.85 I H2 1 .411 4.585 .172 9.171v117.694 21.6 27 21.6 1 -2 .342 4.585 .142 9.171 07.694 117.694 21.6 27 21.6 1 .6821.85 I H 1 -2 .411 4.585 .172 0 Iv117.694 21.6 27 21.6 1 .2191.851 H2 1 .336 4.585 .142 0 Iv117.694 21.6 27 21.6 1 .5821.851H2 1 .250 4.585 .103 9.171v117.694 21.6 27 21.6 1 .2141.851H1 -2 .157 4.585 .064 0 1+117.694 21.6 27 21.6 1 .6511.851H1 -2 .250 4.585 .103 0 107.694 21.6 27 21.6 1 .2161.851112 1 .571 4.585 .241 0 1v117.694 21.6 27 21.6 1 .7151.851 H 1 -2 .490 4.585 .206 9.171v117.694 21.6 27 21.6 1 .7591.851H1-2 .490 4.585 .206 9.171v117.694 21.6 27 21.6 1 .7591.851H1 -2 .490 4.585 .206 9.17Iv117.694 21.6 27 21.6 1 .7591.851H1 -2 .490 4.585 .206 9.171v117.694 21.6 27 21.6 1 .7311.851H1 -2 .490 4.585 .206 0 1v117.694 21.6 27 21.6 1 .7151.851111 -21 .490 4.585 .206 0 1v117.694 21.6 27 21.6 1 .7151.851H1 -2I .490 4.585 .206 0 1v117.694 21.6 27 21.6 1 .7151.851H1 -2 .490 4.585 .206 0 1v117.694 21.6 27 21.6 1 .7151.851111 -2 490 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7311.851111 -21 .490 4.585 .2061 0 1v117.694 21.6 27 21.6 1 .7151.851H1 -21 .490 4.585 .206 1 0 1v117.694 21.6 27 21.6 1 .7151.851111 -21 .490 4.585 .2061 0 1v117.694 21.6 27 21.6 1 .7151.851H1 -21 .490 4.585 .2061 0 1v117.694 21.6 27 21.6 1 .7151.851111 -2 .490 4.585 .206 19.171v117.694 21.6 27 21.6 1 .7311.851111 -2 .490 4.585 .206 I 0 1v117.694 21.6 27 21.6 1 .7151.851111 -2 .490 4.585 .206 I 0 1v117.694 21.6 27 21.6 1 .7151.851111 -2 .490 4.585 .206 I 0 Iv117.694 21.6 27 21.6 1 .7151.851H1 -2 .490 4.585 .2061 0 Iv117.694 21.6 27 21.6 1 •715I.85IH1 -2 .490 4.585 .206 9.17IV117.694 21.6 27 21.6 1 •7311.851111 -2 .490 4.585 .206 9.17Iv117.694 21.6 27 21.6 1 .7311.851111 -2 .490 4.585 .206 19.17Iv117.694 21.6 27 21.6 1 .7311.851H1 -2 .490 4.585 20619.171v117.694 21.6 27 21.6 1 .7311.851111 -2 .490 4.585 .20619.171V117.694 21.6 27 21.6 1 .7311.851H1-2 .851H1-2 .490 4.585 .206 19.171 v 117.694 21.6 27 21.6 1 .731 .490 4.585 .206 19.171 v 117.694 21.6 27 21.6 1 •7311.851H1 -2 .490 4.585 .206 19.171 v 117.694 21.6 27 21.6 1 .7311.851 H 1 -2 .490 4.585 .206 19.171 v 17.69a 21.6 27 21.6 1 .7311.85 I H 1 -2 RISA -3D Version 8.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 521 ZZS e6ed Z 198" 18L8'I Z IH 158. 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Jagw% qo f air Jau66isa0 s ;onpoJd pooh Naalo u90.40 Auedwo3 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Member A/SC ASD Steel Code Checks (Bv Item) (Continued) 8666 8667 8668 8669 8670 8671 8672 8673 8674 8675 8676 8677 8678 8679 8680 8681 8682 8683 8684 8685 8686 8687 8688 8689 18690 18691 8692 8693 8694 8695 18696 18697 8698 8699 8700 8701 8702 8703 8704 8705 8706 8707 8708 8709 8710 8711 8712 LC 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Member Shaoe UC Max .049 .023 .056 _018 .016 .229 229 229 .079 .014 .014 .014 014 079 014 014 014 .014 .079 .014 014 .014 .014 .079 079 .079 079 .079 079 079 079 .079 .079 .079 079 .133 .100 .140 .092 .010 .010 .010 .010 .070 .033 .080 .026 Lodf t Shea...Lo Fa ksi Ft ksi Fb k...Fbz k... Cb Cm Cmz E. n 1.3 1.3 1.3 1.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O .087 O I .087 0 0 0 0 0 0 0 0 0 0 1.3 1.3 1.3 1.3 .015 .005 .019 .005 .012 .256 .256 .256 .087 .010 .010 .010 .010 .087 .010 .010 .010 .010 .087 .010 .010 .010 .010 .087 .087 .087 .087 .087 .087 .087 .087 .087 .087 .087 .087 .090 .087 .007 .007 .007 .007 .021 .007 .027 .008 .65 z' 1.248 21.6 27 23.76 1.5...862 .85 H1 -2 .257 I v 121.248 21.6 127 23.7611 .5..1.8751.85 I H 1 -2 .65 1z121.248 21.6 1 27 23.7611.8.4.8511.851H2 1 0 I v 121.248 21.6 1 27 23.7611.9..1.8931.85 I H2 1 .2571v21.248 21.6 27 23.7611 7 .1.4541.85IH1 -2 0 1v21.248 21.6 27 23.7611 4.1 .7 1.851H1 -2 0 Iv121.248 21.6 27 23.7611 4.1 .7 1.85111 -2 0 1x121.248 21.6 27 23.7611 4.1 .7 1.851H1 -2 0 Iv21.248 21.6 27 23.7611 44.631.851H1 -2 .257101.248 21.6 27 23.7611 7.1.454.851H1 .257Iv21.248 21.6 27 23.7611 7.1.454.851H1 .257 v121.248 21.6 27 23.7611 7.1.4541.851H1 .257 y21.248 21.6 27 23.7611 7.1.4541.851H1 2 0 Iv21.2 21.6 27 23.7611 4.1.631.851H1 -2 2571v21.248 21.6 27 23.7611 7 .1.4541.85 IH1-2 2571x21.248 21.6 27 23.7611 7.1.4541.851H1 2 257Iv21.248 21.6 27 23.7611. 7 .1. 4 541.85111 .257 x121.248 21.6 27 23.7611 7 .1.4541,85 IH1 0 v21.248 21.6 27 23.7611 4 .1.631.851H 1 2 .257 v21.248 21.6 27 23.7611 7 .1.4541.851H1 -2 .257 v121.248 21.6 27 23.7611 7.1.4541.851111-2 .257 v1.248 21.6 27 23.7611 7.1.4541.851H1 .257 v21.248 21.6 27 23.7611 7.1.4541.85111 -2 0 v21.248 21.6 27 23.7611 4.1.631.851H1 O v21.248 21.6 27 23.7611 4.1.631.851H1 -2 O v21.248 21.6 27 23.7611 4.1.631.851H1 -2 0 v121.248 21.6 27 23.7611 4.1.631.85111 -2 0 ■21.248 21.6 27 23.7611 4.1.631.851H1 -2 0 v21.248 21.6 27 23.76114.1_631.851H1 -2 0 v21.248 21.6 27 23.7611 4.1.631.851H1 O v21.248 21.6 27 23.7611 4.1.631.85IH1 -2 O v21.248 21.6 27 23.7611 4.1.631.851H1 0 v21.248 21.6 27 23.7611 4.1.631.851H1 -2 O v21.248 21.6 27 23.7611 4.1.631.851H1 -2 O v21.248 21.6 27 23.7611 4.1.631.851H1 .257 v21.248 21.6 27 23.7611 4 .1.8611.85IH1 -2 .257 v21.248 21.6 27 23.7611 4 .1.8761.85IH1 .596 v21.248 21.6 27 23.7611 4.1.8521.851H1 O v21.248 21.6 27 23.7611 4.1.8911.851H2 -1 .257 v121.248 21.6 27 23.7611 74.4541.851H1 .257 v121.248 21.6 27 23.7611 7 ..4541.851H1 .257 v21.248 21.6 27 23.7611 7 ..4541.851H1 -2 .257 v121.248 21.6 27 23.7611 7.1.4541.851H1 .65 z21.248 21.6 27 23.7611.6..1.8631.851H1 -2 .257 v21.248 21.6 1 27 23.7611.5..1.8741.851H1 2 .65 z121 .248 21.6 127 23.7611.8-1.8511.851H2-1 0 v 21 .248 21.6 127 123.7611.9..1.8941.851H2-1 RISA -3D Version 8.0.3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 524 (BRADFOf D CONRAD CROW ENGONE SWING CO. COV!L 0 ST CTNJGAL o f ECOM CAL (MGONEERS Bradford Conrad Crow Engineering Co. JOB TITLE Green Creek Wood Products 9925 SW Nimbus Ave, Suite 110 Barker Installation Beaverton, OR 97008 JOB NO. 10860 SHEET NO. 503- 213 -2013 CALCULATED BY JFB DATE CHECKED BY DATE CS06 Ver 10.04.11 www.struware.com STRUCTURAL CALCULATIONS ,0 ,c65( p \14ed5k �r FOR 4 11(D Green Creek Wood Product \ok 2 0kZ Barker Installation Port Angeles, WA VOLUME 2 of 2 RECEIVE?' SEP 1 0 2010 CITY OF PORT ANGELES BUILDING DIVISION DESCRIPTION Green Creek Wood Products Barker Installation Port Angeles, WA BCCE JOB NO 10860 TABLE OF CONTENTS SECTION_ CODE SUMMARY 1 BIN FOUNDATION 2 BARKER SUPPORT STRUCTURE 3 BARKER FOUNDATION 4 OUTFEED FOUNDATION 5 INFEED FOUNDATION AND RETAINING WALL 6 OPERATORS CAB SUPPORT STRUCTURE 7 OPERATORS CAB FOUNDATION 8 Loads: DL Dead Load Green Creek Wood Products JFB 10860 1 91 1 28k .246k .2g1c 7 93 tarillgj4 7V505 1501 3DIN10 DS21 I ri N23 40 71! .2911 L DS2C DS1' 1261; �DS131 nmi 1 7f 9k .06 1508 N .1481 547 tql tN502 N32�V499 n 125k N486 1582 J485 N489 4 496 '233 Barker Support 4 5.5 7 3 1 DS11 J96 OS10 .318k 112k N N474 N473 N482 7 4128k N48 .002k N 578 X509 62 i 5 2 7 108 Sept 7 2010 at 6'44 PM BarkerFrameOpt5Mat.r3d Loads: ELX Earthquake Load X Green Creek Wood Products JFB 10860 .045k 2• 94 Mil5S2,N505n�y1k N65 D N10 .004k .009k .026k .81 !147P N14 33k D_N63 8t N47: .8 :r7 5 N48 551 555 752k N49( 774k 552 4.6241 K.024k D5 .018904k D N61 /DS13/ 7 1 9 'N 4.836 L 1t .156k DS2C DS} 9 0&+Sk 11582 N485 Barker Support .034k 1 DS11' .2411 N96 9846 .64411 `604k D_N50 661 587 N N482 K 7 9 ?7 3E6 NW' 1 :0•6k '1508 N 4481 581 547 '1502 432'1499 9."1817k N486 N489 46 506 'N; 07 488 D N52 14122 N492 N474 N473 92k _N48 N578 4509 .122k 97 911/08k N44 4 27 Sept 7 2010 at 6'46 PM BarkerFrameOpt5Mat.r3d 11111111 MI „X 7 ,z Loads: LL Live Load Green Creek Wood Products JFB 10860 4 N4 X147:' 407k N 5 83 4 061 1973k 159k05k N63 N58 N47 kl 551 555 ,F4 t� fir 71k D N61 552 e '821679k 4' 9f .07k 1 1 336k .5551 l: $6 S21 N 505 ,9k O N10 3826 D-34 381 17 487k -41k 496 1133 '1508 N486 N582 .024 N485 N489 Barker Support 572k1 .041262k D16 332k D N23 5d 02 N32 DV12. 00 :Witt87k .033k 305\121 4.8Y1mnn._ .3CCk 1 DS11- N96 N .049k N52 122 X1492 .3£ 5 .3711k .0d2k X1474 4 §WIP D_N50 N587 'J473 N1482 _N48 N578 N1481 4509 87k 5 N46 108 c �N,''0 N488 74k 215k N44 27 Sept 7 2010 at 6 PM BarkerFrameOpt5Mat.r3d X Results for LC 1 Service Green Creek Wood Products JFB 10860 D ■1)11.7 #50 D #5@1 18' 1 18in 20 n T I #5 #5 18in(n I FS13 I #5c18in (B) I #5 .s #5 @18in (B) IotmkpintI) #501 Bin ICI D #5@1 iin I I #501 rid)• #5C': :in (q) #5 #5 @1 in S1 ao DS4 00 Bin Barker Support ICI Sept 7 2010 at 6 55 PM BarkerFrameOpt5Mat.r3d slos me am a um 11111 M OM Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Global Number of Beam's Sections 15 Number of Beam's Internal Sections 1 Suggested Mesh Size (ft) 12 Default Soil Modulus (k/ft^31 1 200 Default Soil Bearing (ksf) (Net Allowable) 13 Max lnterations .110 Merge Tolerance (in) I .12 Gravity Acceleration.(ft/sec^2). 1 32.2 No. of Shear Regions 14 Shear: Region Spacina Increment (in) 14 Min 1 Bar Dia Spacing for Beams I No Concrete Stress Block 1`Parabolic Concrete Rebar Set I ASTM A615 I Concrete Code, :1 ACI 2005, (Overturning Safety Factor 11.5 !Check Concrete Bearing .I No I Include Self Weight and Overburden in D L I Yes Concrete ,Density (kfitA3V L145 Concrete fc (ksi) 13 Concrete Ec(ksi) 140001. Steel fy (ksi) 160 Minimum Steel '10.0018 Maximum Steel I 0 0075 Footing Top Bar Size '1 #4 Footing Top Bar Cover (in) 13.5 Footing. Bottom Bar Size:. I #5: Footing Bottom Bar Cover (in) 13.5 Pedestal Bar Size 1:#6 Pedestal Bar Cover (in) 12.5 Pedestal Tie Size, Point Coordinates Label 1 1 R3D N3 2. ,1 ,R3D N4 3 I R3D N6 4a R3D N8 5 R3D N10 6 i R3D N19 1. 7 1 R3D N21 Concrete Prooerties Label E rksil G rksil Nu Therm \1 E5 Fl Densitvfk/ft^31 fcfksil 1 1 1 Conc3000NW 1 3156 1 1372 .15 I .6 1 .145 1 3 1 '2' I Conc3500NW I 3409 :.I _.-1'482 ..15` i 6 .:1`. ''.145 II.'e 3:5.. 13 I Conc4000NW I 3644 I 1584 I .15 I .6 I .145 I 4 I .4 :1• Conc3000LW .....,'I 2085'.. f... 907 15 I .6 5 I Conc3500LW I 2252 979 .15 I .6 I .11 3.5 6 f Conc4000LW :.`.1 2408 .h.. 1.047!.... 15 I 6 ..:11i Slab Rebar Parameters Label Too Bar Botto. Max T... Min Too Bar.. Max Bot Ba... Min Bot Bar. Soacina inc Side Coverfi... Slab Reber at Mid Deoth? 11 1 Tvoical I #5 I #5 1 18 I 3 1 18 I 3 1 2 1 0 1 1 x rftl Z Fftl o i 0 0 I 8.5 0 I 17 I.. 25.5 0 I 34 .17 11.8 25.5 RISAFoundation Version 2.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 Page 525 Company Green Creek Wood Products Designer JFB Job Number 10860 Point Coordinates (Continued) I ahel 8 R3D N23 9 R3D N38 10 ..R3D N40 11 R3D N42 12.. R3D, N43. 13 R3D N45 14. R3D: N44 15 R3D N46 16. R3D :N48 17 R3D N50 18 R3D N52.. 19 R3D N57 20 R3D :N59 21 R3D N61 22 R3D N63 23 R3D N65 24 N26 25 N27 26' N28 27 N29 28. :N30 29 N31 30 N32. 31 N33 32 R3D .N15 33 R3D N41 34 N472 35 N473 36 N474 37 N475 38. N46 39 N51 40 N4R0 41 N481 42 N482 43 N483 44 N484 45 N485 46 N486 47 N487 48'.. :N488 49 N489 50' N490, 51 N491 52 N492 53 N493 54 N494.... 55 N495. 56 N496`. 57 N497 58 N498' 59 N499 60 N50f1 61 N501 62 I N502 63 I N503 I_. Barker Support Z fftl 11.8. 1.33 1.33 1.33 10 :5.. 10.5 20.9 20.9 20.9 20.9 20.9 11.2 11.2 11.2 .`-.11.2 11.2 12:2 21.9 .21.9' -12.1 12..1. 5.9 12.2.. 5.9 13:1; 10.5 21.9 21.9 12.1 .:12.2' 18.666667 21.9 :.:21.9 12.1 12'1..... 5.9 5.9`..:. 12.1 21.9 5.9 -121' 12.1 ..21.9 -9.1 9.1_.. -2.1 4.9r.: 1.9 13.9 13 :9 9.9 9.9 18.9 Checked By X fft1 34 8.5 '17 25.5 17. 25.5 0. 17. 25.5 :34• 0 8.5. 17 25 :5•. 34 :83 .83 35.17. 35.17 12.17 17 :17.• .83 8.5 22.17 22.17 30.17 30.17 2 83 14 17' 14.17 20.17 20.17 6:17 6.17 10.17 10.17 2.17 2.17 2.17 32.17 :3217 .83 35 :1.7 .83 :83 35.17 35`17 12.17 35.17. 35.17 12.17 -83 RISAFoundation Version 2.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 526 i 1 I i i i 1 i Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Point Coordinates (Continued) Label 64 N504 65 N505 66 N506.. 67 N507 68 N508 69 N509 70 N100. 71 N116 72 N134 73 N540 74 N541 75 N542 76 N543; 77 N544 78 N545 79 N546 80 N547.. 81 N548 82 N549 83 N550 84 N551 85 N552 86. N553 87 N554 88 N555 89 N124 90 N98 91 N95 92 N96 93 N108 94 ..'N119 95 N122 96 N139 97 N142 98 N152 99 N577 100 N578 101 N579 102 N580:.,.. 103 N581 104 N582. 105 N583 106. N584.' 107 N585 108 N586 109 N587 1101 .N588. 111 I N589 Point Loads and Moments (Cat 1 DL) Label Direction 1 1 1 R3D N3 1 X I 2 ,I R3D N3. 1 3 1 R3D N3 1 Z I 4 ..1 R3D. N4 X Z r ftl 189 5.9 13 :9 18.9 5.9 21.9 :20.011111; 10.211111 103. 19.9 =10.1 19.9 =1.1 1.1 -.1 1 .9....... 1 ;1 -.1 10.1 10.1 1 .1 10.1 12.455556 ,.,....12.2 12.2 12.2 21.9 21;.9.... 21.9 12.1 -12.1 -12.1 22 :'22 12 0 6. 12-1 12..1. 21.9 -12.1' 21.9 .12.1 12.1 Maanitudelk.k ftl .084 1.789 .235 ...:.126 X rftl 35 :17 35.17 2.17 2.17 14..17 12.17 35.17 35.17 17.17 35:17 .83 -.83. 35.17 :833.... 35.17 12.171 8.17 6.17...; 20.17 2011 15.17 15.171. 19.17 19A7 35.17 '.795 8.92 7.295 7.17 .27.17 33.17 33.17 27.17 9 16 16 12 16 8 12.17 16.17 18.17 18.17 24.17 24.17 26.17 RISAFoundation Version 2.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 527 Company Green Creek Wood Products Designer JFB Job Number 10860 Point Loads and Moments (Cat 1 DL) (Continued) 5 7 8 9 10 11 12 13 14 15 16: 17 18. 19 20 21 23 24 25 26 27 28 29 30 31 32 33 34 35 36. 37 38 39 40 41 42, 43 44 45 46. 47 48 49 50 51 52 53 54 55 56 57 58. 59 60 Lahel R3D N4 R3D_N4 R3D N6 R3D N6. R3D N6 R3D .N8.. R3D N8 R3D_N8 R3D N10 R3D 'N10 R3D N10 R3D N15 R3D N15 R3D N15 R3D N19 R3D N19 R3D N19 R3D_N21. R3D N21 R3D"N21. R3D N23 ..R3D :N23. R3D N23 R3D_N38,.... Ran N38 R3D N40 .R3D N40 R3D N42 R3D. N42 R3D N42 R3D N41 R3D N41 R3D N41 R3D N43 R3D. N43 R3n_N43 R3D_N45 R3D N45 R3D' N45 R3D N44 R3D R3D N44 R3D_N46 R3n N46 R3D N46 R3D N48 R3D N48 R3D N48 R3D. N50 R3D N50 R36 N50 R3D N52 R3D N52. R3D N52 R3D_N57 Direction Y Z. X z X Y X Y Z X. Y 7_. X Y Z X Y z X Y. z X Y X. Y z X Y... Z X Y z X Z X' Y z: X .Y Z .X Y Z.. X Y. Z Y z: X Y Z X Barker Support Mao nitudefk.k -ftl 3.528 .013 .014 8.46 .003 =.291 6.993 .156 .407 4.428 .104 017 1.594 .441 9.055 .094 154 7.476 169.. 44 4.526 .036 .133 3.217 -.07.1 19.421 :063'` 056 18.449 .081 ;125_ 5.587 :015 064 19.168 .063 _052 18.069 147 ,:,1.035 .118 145.. 1.662 018. 002 .8 .028 .112 .659 008 .116 886 .093 .146 Checked By RISAFoundation Version 2.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d1 Page 528 t 1 i Point Loads and Moments (Cat 1 DL) (Continued) i i 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By 61 62 63 64 65 66 67 68 69 70 71 72 73 Point Loads and Moments (Cat 2 LL) 1 2. 3 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 :130 31 :32. 33 :'34 35 36 37 38 39 Label Direction Maanitudefk k -ff1 R3D N57 Y 1.28 J R3n_N57 Z .246 I R3n N59 X .144 R3D N59 Y 1.603 R3D N59 Z .014 R3D N61, Y 1:239. R3D N61 Z .077 R3D •N63 X -_125 R3D N63 I Y 1.075 R3D N63 L. Z. .004 R3D N65 I X .129 R3D N65- ;I: Y 1.102.:. R3D1N65 I Z .164 Label Direction R3D N3 X R3D; N3 Y: R3D N3 Z R3D .'N4 R3D N4 Y R3D_-N4 R3D N6 X R3D. N6r Y R3D N6 Z R3D N8. X... R3D N8 Y R3F) N8. Z,.... R3n_N10 X R3D N1 "0, Y. R3D N10 Z R3D N15... ....0 X:.,.. R3D N15 Y R3D .N15 Z R3D N19 X R3I1i N19 Y R3D N19 Z R3D N21' X...... R3D N21 Y R3D .■21 Z R3D N23 X R3D N23:' Y R3D N23 Z R3D, N38 X, R3D N38 Y R3D N38 7 R3D N40 R3D .N40 Y R3r) N40 Z R3D' N42' X R3D N42 Y R3D N42 Z R3D N41 X R36 N41 Y R3D N41 7 Marc nituderk.k ftl .634 17.487 -.41 :709. 8.203 :169. .002 ..5:878 1.625 .573: 7.958 :159.:. .555 12.695 .068 ....018 15 -189 .332 5.442 .977 262. 6.41.5 -.087 .572 12.986 .259 009 1.902 .058 .005 .212 .019 =..041 .501 .05 .024 4.871,.... -.092 RISAFoundation Version 2.0 3 [T' Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 529 Company Green Creek Wood Products Designer JFB Job Number 10860 Point Loads and Moments (Cat 2 LL) (Continued) Label 40 ..'R3D N43 41 R3D N43 42 R3D N43 43 R3D N45 44. .'R3D .N451 45 R3D N45 46: R3D' N44 47 R3D N44 ..48 .R3D. N44 49 R3D N46 50.' R3D N46.. 51 R3D N46 52 R3D N48 53 R3D N48 .R3D N48 55 R3D N50 56: R3D-=N50 57 R3D N50 .R3D N 52 59 R3D N52 .60... .R3D :N52.'. 61 1 R3D N57 .62 1. R3D N5'1 63 I R3D N57 ..64 1 .R3D`:N59 65 I R3D N59 66.1. R3D :.N59:. 67 I R3D N61 68 I•... .:R3O' N61 69 I R3D N63 I.. 70. I 71 I R3D N63 1 72 '1.. .R3D` N65.. 73 I R3D N65 74 I. 'R3D: N65... Direction X Y Z X Y `X Y Z X 'Y. X Y Z X .Y_ Z Y X Point Loads and Moments (Cat 26 ELX) I1 2, 3 4 5 6 7 8 9 _10 11 12 13 14 15 16 17 Label R3D N3 R3D N3. R3D N3 R3D N4 R3D N4 R3D ._N4. R3D N6 R3D N6. R3D N6 R3D N8 R3D N8 R3D N8' R3D N10 R3D N10 R3D N10 R3D'N15 R3D_N15 Direction X Y Z X Y Z... X Z X Y Z X :Y Z X Y Barker Support Maanitudefk k -ftl .015 .036 014 046 .496 .028 .399 .174 215 .379 5.287 .066 002 5.279 :941 .371 4.374. .033 .386'.. .936 .425 1.336 .07 .408:. 5.382' .079 6.507 1 :71.. .407 5.306 _073 .425,`.,...... 1.774 .164 Maonitudefk. ftl 4.836 -10 :156 .016 4.906 9.518 _041 .162 `587 .018 4 :496 -8.995 :034 4.624 10.871 .052 .134. .122 Checked By RISAFoundation Version 2.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 530 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Point Loads and Moments (Cat 26 ELX) (Continued) 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38' 39 40 41 42. 43 44 45 46. 47 48 49 50 51 52. 53 54 55 56. 57 58 59 •60 61 62 63 64' 65 66 67 68 69 70 71 72 73 Lahpl R3I1 N15 Rif) N19 R3D N19 D R3N 19 R3D. 'N21 Direction Z' X R3D N21 Y R3D N21 Z R3D N23 X R311 N23.. Y R3D N23 Z R3DN38 X' R3D N38 Y R3D N38 D Z,. R3D X R3DN40... Y R3D N40 Z R3D N42 X R3D N42 I Y R3D N42 Z R3D N41 I X R3D_N41... R3D N41 I Z R3D N43. R3D N43 I Y R3D N43 R3D N45 I X R3D N45 Y R3D N45 I Z R3D N44 I. X R3D N44 I Y R3D :N44'.. R3D N 46 I X R3D: N46... R3D N46 I Z R3D_N48. I'.. X R3D N48 Y R3D_N48. Z R3D N50 X :R3D N50 Y R3D N50 Z R3D N52 X.... R3D N52 Y R3D N52..: Z R3D N57 X R3D_N57 Y R3D N57 Z R3D N59'..._ X. R3D N59 Y R3D_N59. Z R3f1 N61 X R3D -N61 Y Rif) N61 Z Rif) .N63 X R3D N63 Y R3D N61 Z R3D N65 X Maanitudefk.k -ftl .009 4.747 10:242.. .077 9.056 .843 .:029 4.612 10 :759. .081 ;234. 1.417 ..016 .163 1.425. 004 .147 2.355 017: .241 1.795 .011 .166 1.49 ,..005: .15 2 :333. 015 .893 1.918 .008 -907 1,918 .007 .006... -129 .092 .663 1.512 .004 :644 1.365 .034 .817 1'.774. .026 .826 1.752 .009 .005 :043 .024 .59 -1.33 .004 .575 RISAFoundation Version 2.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 531 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Point Loads and Moments (Cat 26 ELX) (Continued) Label Direction Maanituderk.k -ftl I 74 I. R3D .N65. I Y I 1'.134 I 75 I R3D_N65 I Z I .045 Point Loads and Moments (Cat 28 ELZ) 27 28 29 30 31 32 33 34 35 36 37 .38 39 40 41 42 43 44 45 46 47 48. 49 50 Label 1 R3D N3 2 R3D 3 R3D N3 4... R3D- N4 5 R3D N4 6" _R3D.. N4 7 R3D N6 8 R3D _N6.. 9 R3D N6 10.. 11 R3D N8 12 I R3D N8 13 R3D N10 14 15 R3D N10 16 R3D: N15 17 R3D N15 18 :R3D N15', 19 R3D N19 20 R3D N19 21 R3D N19 22 :R3D. N21 23 R3D N21 24 R3D N21 25 R3D N23 26 R3D. N23 R3D N23 R3D.:N38'' R3D N38 R3D, N38 R3D N40 R3D -N40: R31) N40 "R3D:' N42 R3D N42 R3D N42. R3D N41 R3D N4.1'....... Ran N41 R3D.N43. R3D N43 R3D_N43 R3D N45 R3D N45 R3D N45 R3D N44 R3D N44 R3D_N44.... R3D N46__ R3D_ N46 rlirertion X Z X..: Y X 7 X Y Z X Y Z Y X V. Z X Y Z. X Z X.. Y X Y Z X Y Z X Y 7 Y Z.. X Z X Y Z X Y. Maa_ nituderk.k ftl .058 1.879 1.215 :083'_ 1.048 .:313 .012 7.303 6.828 .027, 3.459 .46. .251 3.458 2.802 1.578 :'3.169. .264 7:574 4.826 12'......., 3.386 482.. .257 3.08. 1.724 .068 .316 :.1.1 .038 7 :841 _084 -.019 -6.094 164 -.058 ,.1.585 .071 7.725 :093 .02 ..5.889 .163 :028 1.615 .689 .018 .647. RISAFoundation Version 2.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 532 1 1 Point Loads and Moments (Cat 28 ELZ) (Continued) Company Green Creek Wood Products Designer JFB Job Number 10860 Label 51 R3D N46 .52 •R3D N48 53 R3D N48 54 R3D .N50 55 R3D N50 56 R3D ..N50- 57 R3D N52 58 ....R3D N52..' 59 R3D N52 .60 R3D N57.. 61 R3D N57 .62 R3D N57. 63 R3D N59 '64 R3D. N59. 65 R3D N59 -66 R3D N61..� 67 R3D N61 68 R3D N63 69 R3D N63 70 I R3D 'N63 71 I R3D N65 72 1 R3D'.N65..... 73 I Rif) N65 Line Loads Start Point End Point Start Magnitudejk/fti End Magnitude[kiftl No Data to Print Area Loads Slabs I 1 I Label S1 Direction Z Y.. 7 X. Y 'Z.. X Y Z X.... Y X Y... Z Y Z Y ,7. X Z Barker Support Label Maonitudefksfl No Data to Print Thicknessfinl 18 Load Combinations Label Solve Serv...ABIF Cate__ Factor Cate..Factor Cate.. Factor Cate 1 I LL I 1 1.2, LL 11.6 1 1 LL I 1: 'I LLS 1 Service !Yes I Yes I I DL 2 Strengthl'Yes I "I I DL 3 IBC 16 -81 Yes I Yes 1 I DL 4 IBC 16 =91 Yes I Yes I 5 IBC 16 -1 .1 Yes I Yes I I DL 6 IBC 16 1 :1 Yes l Yes t :I :DL 7 IBC 16 -1 .1 Yes Yes I I DL 8' IBC 16 .I Yes' Yes I. DL.: 9 IBC 16 -1 .1 Yes I Yes I I DL 10 IBC 16 -1 .1 Yes Yell' =I DL 11 IBC 16 .1 Yes 1 Yes I I DL '12 IBC :16 -1 .1 Yes I.Yes I I DL.: 13 IIBC 16 -1 .I Yes 1 Yes l I DL 14 IIBC 16 -1 :I Yes [Veil. DL 15 IIBC 16 .I Yes I Yes I I DL '16 IIBC 16 1 .1 Yes 1 Yes:l I..DL 1 1 1 1 1. 1 1 1 9' 1 1 1 1 1 RLL 1 I SL. 1.. RL I 1 I LL I .75.1 LLS "..75 LL 1 .75 I LLS .75 LL .75 ILLS .75 ELXI .7 I ELZ :7 .1..'. ELXI -.7 I ELZ -.7 I.. „1'` ELX 1.5251 LL .75 ELZ 1.525 I LL Factor Cate.. Factor Cate.. Factor Cate.. Factor Cate.. Factor RLL SL RI_ .75- .75 LLS .75 I RLL LLS' ,.75 I RLL .75 .75 Mannituderk k -ftl .067 11.283 6.911 .022 .144 .146 .04 4.255 2.533 :03 2.028 1.242 .013. 181 .114 10:676...., 6.793 .116 .147 .035 4:577. 2.855 Checked By Material Conc3000NW RISAFoundation Version 2.0 3 [T'\. X. Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 533 Company Green Creek Wood Products Designer JFB Job Number 10860 Load Combinations (Continued) Label Solve Serv... ABIF Cate .Factor Cate..FactorCate._Factor Cate.. Factor Cate.. Factor Cate.. Factor Cate.. FactorCate..Factor 17 IBC 16 -1 .1 Yes I Yes I DL I 1 I ELX I -.5251 LL .75 LLS I. ,75 I RI._L I .75 18 IBC 16 -1 .I Yes I.Yes.l DL I 1 I ELZ I =.5251 'LL .75 LLS I' .75 I RLL I 75 .1 19 IBC 16 -1 .I Yes I Yes' DL I 1 I ELX 1.5251 LL .75 LLS I .75 1 SL I .75 -20. BC.16 -1 '.I Yes I.Yes I DL 1 1 I ELZ 1 LL .75 LLS I .75 I SL. 1 .75 21 IBC 16 -1 .I, Yes 1 Yes I DL I 1 I ELX I -.5251 LL .75 LLSI .75 I SL I .75 22 IBC 16 .I Yes I "Yes I. [)L ;1: 1 1 ELZ"1=.5251 :.LL 75 LLS I .75 L. SL I' :75 23 IBC 16 -1 .1 Yes Yes I DL I 1 I ELX 1.5251 LL .75 LLS I .75 I RL I .75 24 IBC 16 -1 1 Yes Yes'I DL I 1 I ELZf.5251 LL .75 LLS I- :75 RI I .75 25 IBC 16 -1 .I Yes I Yes I DL I 1 I ELX I -.5251 LL .75 LLS I .75 RL .75 '.26 IBC 16 -1 :I:Yes hYes:I' DI. :1• 4 I ELZ,I -.5251 LL ..75.:LLS] '15 RL .75' 27 IBC 16 -1 .1 Yes I Yes I DL I .6 I ELX 1 .7 I I 28 IBC.16 -1 .I Yes •I:Yes;I 'DL.I 2:6 'il ELI': '.7, 29 IIBC 16 Yes I Yes l DL .6 I ELX I .7 I 30 IIBC:16 •1 :,Yes I_ Yes I 'DI_ I,..6 I EL.ZI` 7 'I 1: 31 I ACI 9 -1 Yes I I DL 11.4 1 I I I 32 ACI 9 =2'(a)I.Yesl I ":DL. :2 I LL.1,..1::6'I :RLL ..5 33 ACl 9 -2 (NI Yes I I DL 11.2 I LL 11.6 I SL .5 I I ..34 IACI 9 -2 (c)L:Yes 1 'DL I ,12:I 21.11'1 1 .6 1 "RL '.5 I'...... 35 Au 9 -3 (a)I Yes I I DL 1.2 I RLL 11.6 I LL 1 I I I .36 Au 9 -3 (b) Yes I:: I DL 1..2 .SL 't 1:6 I.: LL 1 I: I I 37 MCI 9 -3 (c)1 Yes I I DL 1.2 I RL I, 1.6 I LL 1 I I 38 IACI 9 -514 Yes.I I [)L 1 :2.:I ELX1'. 1 LL 1 SL. 2 1. I 39 1ACI 9 -5 (b)I Yes 1 I DL 1.2 I E L Z I 1 I LL 1 SL .2 I I I 41 1ACI 9 -5 (d)I Yes I I DL 1.2 I ELZ I 1 I LL 1 SL I' I I I -DL 1.2 'I ELX I 1 ,1..LL .1 SL... .2 L .2 I I 42 IACI 9 -7 (a)I Yes l'' DL 9.. I ELX 1..1 I: I 43 IACI 9 -7 (b)I Yes I DL .9 I ELZ 11 I I I I I 1 44 Au 9a (c) Ye l I _DL :9 I ELX I 1 :I G I .1 f h. 45 1ACI 9 -7 (d) Yes I I [)L _9 I ELZ 11 I I I I I I Desian Cuts Desian Strips 1 2 3 4 5 6. 7 8 9 10 11 12 13 14 15 16 17 18 19 Label DS1 DS2 DS3 DS4. DS5 DS6 DS7 DS8. DS9 DS10 DS11 DS12 DS13 DS14 DS15 DS16 DS17 DS18 DS19 Label Rebar Angle from H. No. of Desian Cuts 90 90 90 90 90 90 0 0 0 0 0 .0 0 0 0 Barker Support No to Print 50 :I 50 I 50 50 I 50 50 50 50 50. 50 I 50 50 50 50 I 50 50 50... 50 Design Rule Desian Rule Typical Tvnical' Typical Typical Typical Tvnical` Typical Typical. Typical Typical Typical Typical Tvnical Tvnical Typical Typical Typical Tvnical Typical RISAFoundation Version 2.0 3 [T• Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Checked By Page 534 Desian Strips (Continued) I 1 I 2 .I 1 31 I.4 I. I 1 1 I 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support Checked By Label Rebar Anale from H... No. of Desian Cuts 1.20 1 DS20 I 0 21 I DS21 I 0 I 50 Load Categories Cateriary Point Loads DL I 73 LL I. ELX I 75 Fl 7 I, 73. I ins Loads Desian Rule Typical Typical Area Loads I I I I I I_' .1 RISAFoundation Version 2.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 535 Company Green Creek Wood Products Designer JFB Job Number 10860 Design Cut Results Label (IC Too UC Bot Shear UC Phi *Mnz Too .[P *Mnz Botf... Phi *Vnv rkl Too Flex Bars Bot/Mid Flex No Data to Print J Design Strips 1 2 3 5 ...6 7 8 9 .10 11 13 ..14..: 15 �..16 17 :18 19 21 Stria Reinforcing 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18. 19 20 21 I ahel DS1 DS2.. DS3 DS4 DS5 ...DS6. DS7 .DS8 DS9 DS10 DS 11 DS12' f)S13 :DS14 DS15 n917 ..DS18. DS19 :DS2a nS21 Label DS1 DS2 DS3 DS4 DS5 DS6 DS7 DS8 DS9 DS10. DS11 DS12: DS13 DS14` DS15 DS16 DS17 DS18 DS19 DS20 DS21 Barker Support Rebar Angle from H... No. of Desian Cuts 90 50 90 90 I 50 90 50 90 I 50 90 50 90 50 0' I 50 0 50 0 .50 0 50 0 50... 0 50 0 0 I 50 :50 0 I 50 0 I..- _...50 0 I 50 0 50:... 0 I 50 Too Bars Governing Too Section Bot Bars/Mid Bars #5018in 1 DS1 X26 1 #5 a(�18in #5018in I'. DS2 -X7. I #5018iri #5018in DS3 -X7 #5018in #5018in :1. i... DS4 X39..... I #5018in #5018in I DS5 -X10 I #5( 18in #501'8iii. I. 'DS6 -X40. #5@18in. #5018in DS7 -X11 #5(c�18in #5618in .IlS8 -X13.. #5018in #5618in DS9 -X26 #5018in 45018in DS10-X20 ..1 #5(T18in #5018in DS11 -X28 I #5018in #5618in ..r: DS12- X28':. .1 #5018in #5018in I DS13 -X16 I #5018in #5018in I DS14 -X15 #5018in #5618in I DS15 -X16 I #5 an18in #5018in I, DS16- X10..... I #5018in #5018in I DS17 X7 I #5618in #5018in 1 `DS18 -X9 L. #5@18in. #50l8in I DS19 -X9 I #5018in #5 an.18in f:. DS20 -X7 I. #5( 18in #5018in I DS21 -X9 I #5 an18in Checked By Desian Rule Tvoical Tvoical Tvoical Typical Typical Tvoical- Tvoical Typical' Tyoical ..Tvoical Typical Typical..,. Tvoical Tvoical Typical Tvoical' Typical Tvoical Tvoical Tvoical Typical Governina Bot Section psi-x26 DS2_X26', DS3 -X39 DS5 -X37 DS6 -X12. DS7 X26 7)8 -X35. r)89 -X1 DS10 -X41. DS11 -X7 ,:b81241 DS13 -X33 11514 -X32` f)S15 -X34 DS16 -X48 DS17 -X35 DS18 -X34 DS19 -X20 n520 -X36 DS21 -X36 RISAFoundation Version 2.0.3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 818 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Barker Support July 15 2010 1 PM Checked By Desian Cut Results (Envelope) I Label UC Top UC Bot Shear UC Phi *Mnz Too[_Phi *Mnz Bot[... Phi*Vnv[k] Too Flex Bars Bot/Mid Flex 1 I X2 0 .159 I -047 I 0 I 209 -176 I 111.9 I 11 #5 2' 1 X3 ..0 ..122 .1. .038 ....1 .0 .1 56.892 I 27.975 I .3 #5 3 I X4 0 1 063 I .041 10 I 266.079 I 139.875 14 #5 4 .X5 0 I .:095. II .054 0 I 513114 279.749_. I .'27. #5 5 I X6 0 I .098 I .078 1 0 I 875.159 475.574 46 #5 RISAFoundation Version 2.0 3 [T Calcs_ Struc\ BarkerFrame \BarkerFrameOpt5Mat.r3d] Page 1 Results for LC 3, IBC 16 -8 Strip Moments(k -ft) Green Creek Wood Products JFB 10860 Barker Support Sept7 2010at714PM BarkerFrameOpt5 M at. r3d Soil Pressure ksf .513 456 399 .342 .285 .228 171 114 .057 .001 0 11111 11111 _11111 11111_ M r— r MN r MO MI OM NM Ma NM MO MI I MI ,Z Results for LC 5 IBC 16 -10 (a) Strip Moments(k -ft) Green Creek Wood Products JFB 10860 Barker Support Sept7 2010at717PM BarkerFrameOpt5Mat.r3d Soil Pressure ksf .513 456 .399 .342 .285 .228 171 114 .057 .001 0 Results for LC 8, IBC 16 -11 (a) Strip Moments(k -ft) Green Creek Wood Products JFB 10860 Barker Support Sept 7 2010 at 7 18 PM BarkerFra meOpt5 Mat. r3d Soil Pressure ksf 783 .696 .609 .522 435 .348 .261 174 sr .087 .001 0 __11011 MI I• i MI M r r r M r r MI r Results for LC 4 IBC 16 -9 Strip Moments(k -ft) Green Creek Wood Products JFB 10860 Barker Support Sept? 2010at712PM BarkerFrameOpt5Mat.r3d Soil Pressure ksf .99 .88 77 .66 .55 44 .33 .22 11 .001 0 Results for LC 11 IBC 16 -12 (b) (a) Strip Moments(k -ft) Green Creek Wood Products JFB 10860 Barker Support Sept? 2010at718PM BarkerFrameOpt5Mat. r3d Soil Pressure ksf 495 44 .385 .33 .275 .22 165 11 .055 .001 0 lam on MN MI 11111 11111111 um am am we Ns am um ma MI MI IIIIII MI MO I MN MO I I M MN MI EL. Soil Pressure ksf 774 Z ,688 .602 .516 43 .344 ,258 172 .086 ,001 0 Results for LC 15, IBC 16 -13 (b) (a) Strip Moments(k -ft) Green Creek Wood Products JFB 10860 Barker Support Sept7 2010at719PM BarkerFrameOpt5Mat.r3d X DZ Results for LC 27 IBC 16 -15 (a) Strip Moments(k-ft) Green Creek Wood Products JFB 10860 Barker Support 1 Sept 7 2010 at 7 19 PM BarkerFrameOpt5Mat.r Sot Pressure ksf .36 .32 .28 .24 .2 16 12 .08 .04 .001 0 OM Ell Mil III MI MI NM M MI NM all M MN AL DRADFORD CONRAD CROW ENGINFERIIC CO. CIVIL•SIRUCTURA.•MECNANCA. ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503- 213 -2013 FAX. 503 213 -2018 0 Project T.60 is 4-80 7 z oo( 15) e R Green Creek Wood Products Barker Installation Section .1? OtI FE Cosy Caic. by JFB r Date lL Chk'd by Date 1 r 2� o ,zaLoy)+ Lb) ,1,62)x) f ,4g �C�(6 ?s R 2 '4 Job Ref. 10860 Sheet no. /rev App'd by Date ID 5 I �S e86z)- 2 l 598 (4 (9) ,28 -k tz(s) 2a(L gD(C. 3(s)- 2.33 23 3a 3 �3 68 3. 6 i 3'4,((; to �,a� ((3)(>)- 7 /u -7 0r)(3) Ps' r A L BRADFORD CONRAD CROW ENGINE FROM CO. I+ CIML' SI RUCTURPL'MECIWJC ENGINEERS Bradford Conrad Crow Engineering Co 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 Lo G 4 f- C 4J Qom, Q 1? 4 3 tc 7 1t 3 )&,6.) („24-6 sal /4 (12 "2. c E, r 4 r L I r 15' U 9. a Project Job Ref. Green Creek Wood Products Barker Installation 10860 Section Sheet no. /rev l?u 7 F Ei, C x.1 t l Z- Calc. by Date Chk'd by Date App'd by Date JFB w s 4 i rret. N,£ �)s (6.'' e. I ►.a. NC.4 as r t-�a z7 N =s V, t' Mk(24o I -t5 4� s I) n�, 3 s e-oN e, vN c R,A. C�LEt� -SIKPspN x? uV Y Q /..-S c44 Cic sS.t etc vt 4 2 ,di /JL C' 5 c28). )2(&)J do z,4 ;-,-X00$ 4 AL BRADFORD Project Job Ref, CROW ENGINEERING CO. Green Creek Wood Products Barker Installation 0860 CIVIL ST RUC TURA.' MECFNNCA. ENGINEERS Section Sheet no. /rev Bradford Conrad Crow Engineering Co. per` uNi r 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503- 213 -2013 FAX. 503 213 -2018 JFB o rr 1J L} 0 1.) c i!1 Q/14 u-rr 2.0.(75) -t W s 60 0 E C 3 /6. z A t COAJ,) as ps 1,414 tpe-') 4 4) 6it �4 4 (l4- r ��r 4' 4)._ =-1/ 7714 L4J t 3( 77 G 4) V t v %xs`r› L1 "c7 A BRADFORD L. CONRAD CROW ENGINEERING CO. CIML'SfRUCTURPI MECHNICA. ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503- 213 -2013 FAX. 503- 213 -2018 4.1vc.4O2 -4c,2 Project Green Creek Wood Products Barker Installation Section U U 1 Cafe. by Date JFB Cp►Jv Chk'd by QF iUGt.4) 72i 2. x s7 i N A A u scr, 4.64 0, rr 2.,zs-)= et 74,14.9(./ 79 I ?g (t? M 1--ofrJG 6,4 .r 4-0- Date ..1 .{mot' Job Ref. 10860 Sheet noJrev App'd by Date Usk 4 Do L 2 ::9 r t't■ (p N. .C�4 MF�ou VeT X Y 1 (4--) gEtkv) 1 1 AL I\ BRADFORD CONRAD CROW ENGINEERRIG CO. CINL'STRJCIURAL NECW IC .ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503- 213 -2013 FAX. 503 213 -2018 �1 t 6 6, 6" 7),c^ 4 N Q,2 e \1 `0„ ���5 /3 c 3- r w= Project Job Ref. Green Creek Wood Products Barker Installation 10860 Section Sheet noirev L-0. C, F 1) Calc. by Date Chk'd by Date App'd by Date JFB ?tie:" Q So 4 45 a $"v e+ 2 o a p sS L L (1 u -:.2,60 6 4 zsb J t CoPJ c 2C;. d J teen DL G( 3 5 7 '�7 7 z.4. fiC' L (t.s 9 r r� r �r I u 2 -53 CO Cj 9- 2 2 CeNN Ocs ..A.ri.4)(2.,'2) (aZ> 4.4,2 �3_37K AL BRADFORD C RNRAO CROY/ ENGINES RING CO. (a CWIL SI RUG TURK •NECIWNCK ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX. 503-213-2018 ..A. /x.)/pc, (/(4 t ..L.. ,n Project Green Creek Wood Products Barker Installation Section Calc. by JFB t Lot. F-*J O rJ Date .2 2` 1 0c V 5 F x- 7 NI\ r2 C t3 W `x 70 o J =432 Chk'd by Date App'd by Date 1L/ 3 1;' 4 2 t37 's',1 g o S Z- 3 o2 .5" Ai 4S g 2. -4- g/. I/ s--4-- tk4 Job Ref. Sheet no. /rev 10860 2 ,c, o 4 iZ 1 1 1 1 w 1 1 AL BRADFORD I4 Project CONRAD Green Creek Wood Products Barker Installation CINL'STRUCTURIL'NECHNI it ENGINEERS Section Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 Catc. by Date Chk'd by Date PH 503- 213 -2013 FAX. 503 213 -2018 JFB 5 e z .ev.) ?'b? 1 ti C 1 X 1 5 e!eot --o'er.. t a _q a.12 a 1, 1 0 r7, 0 tr Yle7 p�-s s 1. k:S. eat Kv r A IM'(/ 7 4 (3 4 5 (1 -7)( 4 0z,Jz Jr /7 2 -0 Job Ref. 10860 Sheet no.lrev. App'd by Date 1 .1/ /2" �y •tY k. A 1 a x'S eG .2'S ,c4 /3 AL BRADFORD CONRAD CROWENGINEERWG CO. n. CM'S1RUC1URVL MECW4VC& ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 -213 -2013 FAX. 503 213 -2018 f Project Green Creek Wood Products Barker Installation Section Lb Calc. by Date Chk'd by Date JFB C4 P cS /o fa rf. (..J..J 12 b s 8 `37 6 4 N 3 -g e.S 0 I. KL� STS �`t- -I c.-, r..( VT ITT q 1 1 1: Job Ref. Sheet no. /rev 3 App'd by l� g 1 2 10860 Date r h V I• I M r— i— 1 I MI r— MI Me Loads: DL Dead Load Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 .2k/ft Operators Cab Support Steel Sept8 2010at817AM CabFrameSlabOpt(v01).r3d Z Loads: LL Live Load Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 .24k/ft Operators Cab Support Steel Sept 8 2010 at 8 17 AM CabFrameSlabOpt(v01). r3d 11111111 1111111 i- OM MB MI MO MI NM MN NS MO r NM MS MI NM MI UN r- MI Z Loads: ELX Earthquake Load X Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 .8k Operators Cab Support Steel Sept 8 2010 at 8 18 AM CabFrameSlabOpt(v01).r3d Loads: ELZ Earthquake Load Z Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 .8k Operators Cab Support Steel Sept 8 2010 at 8 18 AM CabFrameSlabOpt(v01).r3d MN MN NE MI OM MI MI MI RN OM IIIIII 11101I 111110 MI NM MI MINI Loads: WLX Wind Load X Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 1k Operators Cab Support Steel Sept 8 2010 at 8 19 AM CabFrameSlabOpt(v01).r3d Loads: WLZ Wind Load Z Results for LC 1 ASCE 1 Green Creek Wood Products JFB 10860 1k Operators Cab Support Steel Sept 8 2010 at 8 19 AM CabFrameSlabOpt(v01).r3d I MN I N ME i M N i 11111 I MN all M Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:21 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Coordinates and Temperatures 1 2 3 4 5 6 7 8 9 10 11 12 Label N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N12 N13 Member Primary Data Label I Joint J Joint 1 M1 N1 N2 2 M3 N2 N4 3 M4 N3 N4 4 M6 N2 N6 5 M7 N5 N6 6 M9 N6 N8 7 M10 N7 N8 8 M8 N8 N4 9 M9A N4 N9 10 M10A N8 N10 11 M11 N10 N9 12 M13 N8 N12 13 M14 N10 N13 14 M16 N12 N13 15 M17 N5 N8 16 M18 N1 N4 17 M19 N5 N2 18 M20 N7 N4 X fftl 0 0 7.75 7.75 0 0 7.75 7.75 12.25 12.25 7.75 12.25 K Joint Rotate(dea) Y fftl Z fftl 0 0 12.5 0 0 0 12.5 0 0 8.75 12.5 8.75 0 8.75 12.5 8.75 12.5 0 12.5 8.75 12.5 11.75 12.5 11.75 Section /Shane Cols Beams Cols Beams Cols Beams Cols Beams Beams Beams Beams Beams Beams Beams Braces Braces Braces Braces Temo FF1 Detach From Dian... 0 0 0 0 0 0 0 0 0 0 0 0 Tyne Desian List Material ColumnlWide Flanael A992 Beam IWide Flanael A36 Gr.36 ColumnlWide Flange A992 Beam Wide Flange A36 Gr.36 ColumnlWide Flange A992 Beam IWide Fl A36 Gr.36 ColumnlWide Flange A992 Beam Wide Flan A36 Gr.36 Beam Wide Flanae A36 Gr.36 Typical Beam Wide Flange A36 Gr.36 Ty l Beam Wide Fiance A36 Gr.36 Tvoical l Beam Wide Flange A36 Gr.36 Typical Beam Wide Flange A36 Gr.36 Tvnical Beam (Wide Fiance A36 Gr.36 Typical VBracelWide Flanae A36 Gr.36 Typical VBracelWide Flanae A36 Gr.36 I Tvoical VBracelWide Flange A36 Gr.36 Tvoical VBracelWide Flanae A36 Gr.36 I Tvoical I Design Rules Tvoical Tvoical I Typical -TYPICaL ITyciical Typ ical Joint Boundary Conditions Joint Label X fk/in] Y Whit_ Z fk/in1 X Rot.fk- ft/rad] Y Rot_fk- ft/radl_ Z Rot.tk- ft/radl_ Footin 1 1 I N5 I Reaction I Reaction I Reaction I I I I 12 I N1 I Reaction I Reaction I Reaction I I I I I 13 I N3 I Reaction I Reaction I Reaction I I I 1 1 4 I N7 I Reaction I Reaction I Reaction I I I I Hot Rolled Steel Section Sets Label Shane Tvne Desian List Material Desian Rules A (in21 Iw fin41 Izz fin41 J fin41 1 1 Beams W6X15 I Beam 1 Wide Flange I A36 Gr.36 I Tvnical I 4.43 I 9.32 29.1 I .1 2 I Cols W6X15 I Column I Wide Flange I A992 I Typical I 4.43 I 9.32 29.1 I .1 3 I Braces I LL3X2X3X3 I VBrace I Wide Flange I A36 Gr.36 I Typical I 1.8 I 1.391 I 1.68 I .021 I RISA -3D Version 8.0 3 [T I. I. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d1 Page 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:21 AM Job Number 10860 Operators Cab Support Steel Checked By Basic Load Cases BLC Descriotion 1 2 L 3 S 4 Wx 5 Wz 6 Ex 7 Ez Cateaory DL LL SL WLX WLZ ELX ELZ X Gra... Y Gra... Z Gray... -1 .256 Joint 1 1 1 2 2 2 7561 4 Point 1 1 1 2 Distrib...Area (Memb... Surface (PI. 6 5 I 6 4 4 2 1 Joint Loads and Enforced Displacements (BLC 1 D) Joint Label L.D.M Direction Maanituder(k.k -ftl. (in.radl (k *s ^2 /f... I I I NR Joint Loads and Enforced Displacements (BLC 2 L) Joint Label L.D.M Direction Maanituderfk .k- ftljin.radl *s ^2 /f... I I I N8 L I Y h -3 Joint Loads and Enforced Displacements (BLC 3 S) J in Label L.D.M Direction Magnitude[(k.k -ftl. (in.rad)jk *s ^2 /f_ I 1 I N8 I L Y .75 Joint Loads and Enforced Displacements (BLC 4 Wx) Joint Label L.D.M Direction Maanituder(k k -ftl (in.radl. (k *s ^2 /f.. 1 I N6 I L I X I 1 1 1 2 I N2 I L I X I 1 I Joint Loads and Enforced Displacements (BLC 5 Wz) Joint Label L.D.M Direction Maanituder(k.k -ftl. (in.radl. (k *s ^2 /f... I I I N2 I L I Z I 1 12 I N4 I L I Z I 1 Joint Loads and Enforced Displacements (BLC 6 Ex) Joint Label L.D.M Direction Maanituder(k.k -ffl (in.radl. (k *s ^2 /f... 11 I N6 I L f X I 1 12 I N2 I L I X I 8 Joint Loads and Enforced Displacements (BLC 7 Ez) Joint Label L.D.M Direction Maanituder(k.k -ftl. (in.radl. (k *s ^2 /f... 1 I N2 1 L I Z I .8 I I 2 I N4 I I. .1 Z I 1 I 13 I N2 I L I Y I .36 14 I N4 I L I Y I 36 Member Distributed Loads (BLC 1 D) Member Label Direction Start Maanituderk/ft.. End Maanituderk/ft.d... Start Locationrft. %1 End Locationrft. %1 1 1 MA Y I .2 .2 0 0 2 1 MR Y I .2 2 0 0 3 1 M10A Y I .02 02 0 I 0 4 I M16 Y I .02 02 0 I 0 5 1 MR Y -.03 02 0 I 0 RISA -3D Version 8 0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 2 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:21 AM Job Number 10860 Operators Cab Support Steel Checked By Member Distributed Loads (BLC 1 D) (Continued) Member Label Direction Start Maanitudefk/ft.... End Maonitudefk/ft.d... Start Locationfft. %1 End Locationfft %1 1 6 1 M11 I Y I .03 I -.03 I 0 I 0 I Member Distributed Loads (BLC 2 L) Member Label Direction Start Maanitudetk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 End Locationfft %1 1 M6 Y I .24 I .24 0 0 2 M8 Y I -.44 .44 0 0 3 M11 Y 1 -.2 .2 0 I 0 4 M 10A Y I .15 I -.15 0 I 0 5 M16 Y 1 -.15 I .15 0 0 Member Distributed Loads (BLC 3 S) Member Label Direction 1 I M6 Y 2 1 M8 Y 3 1 M8 Y 4 I M11 Y 5 I M16 Y 6 1 M10A Y Member Area Loads Start Maanitudefk/ft.... End Maanitudefk/ft.d._. Start Locationfft. End Location[ft.%1 -.113 -.113 I 0 I 0 .113 .113 1 0 I 0 -.05 .05 0 I 0 -.05 05 0 I 0 -.05 .05 0 0 -.05 .05 0 I 0 Member Distributed Loads (BLC 4 Wx) Member Label Direction Start Maanitudefk/ft.... End Maa_ nitudefk/ft.d... Start Locationfft. %1 End Locationfft. %1 11 I M6 1 Y I .125 I .125 I 0 I 0 I 2 I M8 I Y I .125 I .125 I 0 I 0 I 3 I M6 I Y I .056 I .056 I 0 I 0 I 4 I M8 I Y I .056 I .056 I 0 I 0 Member Distributed Loads (BLC 5 Wz) Member Label Direction Start Maanitudefk/ft.... End Maa_ nitudefk/ft.d... Start Locationfft. End Locationfft. 11 I M6 I Y I .081 I .081 I 0 I 0 I 2 I M8 I Y I .081 .081 I 0 I 0 1 3 I M6 I Y I .3 .3 I 0 I 0 1 4 I M8 I Y I I 3 I 0 I 0 Member Distributed Loads (BLC 6 Ex) Member Label Direction Start Maa_ nitudefk/ft.... End Maa_ nitudefk/ft.d... Start Locationfft. %1 End Locationfft. %1 11 I M6 I Y I .09 I .09 I o I 0 I 1 2 I M8 I Y I -.09 I .09 I 0 I 0 1 Member Distributed Loads (BLC 7 Ez) Member Label Direction Start Maanitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. End Location[ft.%] 11 I M1 I Y I o I o I o I o I Joint A Joint B Joint C Joint D Direction Distribution Maa_ nitudefkst] No Data to Print Load Combinations Description Sol.. PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1 1 ASCE 1 IYesl I I DL 1 1 I I I I I I I I I I I I I 2 1 2 IYesl I I DL 11 I LL 11 ILI_SI 1 II II II II II I RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 3 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:21 AM Job Number 10860 Operators Cab Support Steel Checked By Load Combinations (Continued) Descrintion Sol... PDeIta 3 I ASCE 3 (a) IYes 4 ASCE 3 (b) IYes 5 ASCE 3 (c) IYes 6 1 ASCE 4 (a) IYes 7 ASCE 4 (b) IYes 8 ASCE 4 (c) IYes 9 ASCE 5 (a) (a)IYes 10 ASCE 5 (a) b)IYes 11 ASCE 5 (a) (c)IYes 12 ASCE 5 (a) d)IYes 13 ASCE 5 (b) (a)IYes 14 ASCE 5 (b) (b)IYes 15 ASCE 5 (b) c)IYes 16 ASCE 5 (b) (d)IYes 17 ASCE 6 (a) a)IYes 18 ASCE 6 (a) (b)IYes 19 ASCE 6 (a) (c)IYes 20 ASCE 6 (a) (d)IYes 21 ASCE 6 (b) a)IYes 22 ASCE 6 (b) b)IYes 23 ASCE 6 (b) (c)IYes 24 ASCE 6 (b) (d)IYes 25 ASCE 6 (c) (a)IYes 26 ASCE 6 (c) (b)IYes 27 ASCE 6 (c) c)IYes 28 ASCE 6 (c) d)IYes 29 ASCE 6 (d) a)IYes 30 ASCE 6 (d) b)IYes 31 ASCE 6 (d) (c)IYes 32 ASCE 6 (d) (d)IYes 33 ASCE 6 (e) (a)IYes 34 ASCE 6 (e) b)IYes 35 ASCE 6 (e) c)IYes 36 ASCE 6 (e) d)IYes 37 ASCE 6 (f) a)IYes 38 ASCE 6 (f) b)IYes 39 ASCE 6 (f) (c) IYes 40 ASCE 6 (f) d)IYes 41 ASCE 7 (al IYes 42 ASCE 7 (bl IYes 43 ASCE 7 (c) IYes 44 ASCE 7 (d) IYes 45 ASCE 8 (al IYes 46 ASCE 8 (b) IYes 47 ASCE 8 (c) IYes 48 ASCE 8 (d) IYes 49 ACI 9-1 IYes 50 ACI 9 -2 51 ACI 9 -2 (b) IYes 52 ACI9 -2 53 I ACI 9 -3 (a) Yes 19 -3 55 ACI 9 -3 Tits 56 IACI 9 -3 (d) (a) Yes 57 IACI 9-3 (d) (b) Yes 58 IACI 9 -3 (d) (c) Yes SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor DL 1 Rai 1 I DL 1 SL I 1 1 DL 1 RL 1 I DL 1 LL .75 ILLS .75 RLL .75 DL 1 LL .75 LLS .75 SL .75 DL 1 LL .75 LLS .75 RL .75 DL 1 WLX 1 DL 1 WLZ 1 DL 1 WLX 1 DL 1 WLZ 1 DL 1 I ELX .7 DL 1 IELZ .7 DL 1 I ELX .7 DL 1 IELZ .7 DL 1 WLX .75 LL .75 LLS .75 RLL .75 DL 1 IWLZ 15 LL .75 LLS _75 RLL .75 DL 1 WLX .75 LL .75 LLS .75 RLL .75 DL 1 IWLZ _75 LL .75 LLS .75 RLL .75 DL 1 I ELX .525 LL .75 LLS .75 RLL .75 DL 1 IELZ .525 LL .75 LLS .75 RLL .75 DL 1 IELX .525 LL .75 LLS .75 RLL .75 DL 1 ELZ .525 LL .75 LLS .75 RLL .75 DL 1 VA .75 LL .75 LLS .75 SL .75 DL 1 WLZ .75 LL .75 LLS .75 SL .75 DL 1 WLX .75 LL .75 LLS .75 SL .75 DL 1 WLZ .75 LL .75 LLS .75 SL .75 DL 1 ELX .525 LL .75 LLS .75 SL .75 DL 1 ELZ .525 LL .75 LLS 15 SL .75 DL 1 ELX .525 LL .75 LLS .75 SL .75 DL 1 ELZ .525 LL .75 LLSI .75 SL .75 DL 1 IWLX .75 LL .75 LLS .75 RL .75 DL 1 WLZ .75 LL .75 LLS .75 RL .75 DL 1 WI-X .75 LL .75 LLS .75 RL .75 DL 1 WLZ .75 LL .75 LLS .75 RL 15 DL 1 ELX .525 LL 1 .75 LLS .75 RL .75 DL 1 ELZ .525 LL I .75 LLS .75 RL .75 DL 1 ELX .525 LL I .75 LLS .75 RL .75 DL 1 ELZ .525 LL .75 LLS 15 RL .75 DL .6 M►LX 1 DL .6 WLZ 1 DL .6 WLX -1 DL .6 WLZ -1 DL .6 ELX .7 DL .6 ELZ ,7 DL .6 ELX .7 DL .6 ELZ DL 1.4 1.6 RLL .5 DL 1.2 LL 1.6 SL .5 DL 1.2 LL 1 1.6 RL .5 DL 1.2 RLL 1.6 LL 1 DL 1.2 SL 1.6 LL 1 DL 1.2 RL 1.6 LL 1 DL 11.2 IRLL 1.6 WLX .8 DL 11.2 IRLL 1.6 IWLZ .8 DL 11.2 IRLL 1.6 WLX .8 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameS abOpt(v01) r3d] Page 4 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Load Combinations (Continued) 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Descriotion Sol... ACI 9 (d) (d) IYes ACI 9 -3 (e) a)IYes ACI 9 -3 (e) (b) Yes ACI 9 -3 (e) (c) Yes ACI 9 -3 (e) (d) IYes ACI 9 -3 (f) (a) IYes ACI 9 -3 (f) (b) IYes ACI 9 -3 (f) (c) IYes ACI 9 -3 (f) (d) IYes ACI 9 -4 (a) a)IYes ACI 9 -4 (a) (b) Yes ACI 9-4 (a) (c)IYes ACI 9 -4 (a) (d) IYes ACI 9 -4 (b) a)IYes ACI 9-4 (b) b)IYes ACI 9 -4 (b) (c)IYes ACI 9-4 (b) (d) Yes ACI 9 -4 (c) (a)IYes ACI 9-4 (c) (b)IYes ACI 9 -4 (c) c)IYes ACI 9 -4 (c) (d)IYes ACI 9 -5 (al IYes ACI 9 -5 (bl IYes ACI 9 -5 (cl IYes ACI 9 -5 (dl IYes ACI 9-6 (al IYes ACI 9-6 (bl IYes ACI 9-6 (c1 IYes ACI 9-6 (d) IYes ACI 9 -7 (al IYes) ACI 9 -7 (bl IYesl ACI 9 -7 (c) IYes' ACI 9 -7 (dl IYes) Load Combination Desian Descriotion ASCE 1 ASCE 2 ASCE 3 (al ASCE 3 (bl ASCE 3 (cl ASCE 4 (al ASCE 4 (bl ASCE 4 (cl ASCE 5 (a) (a) ASCE 5 (a) (b) ASCE 5 (a) (c) ASCE 5 (a) (d) ASCE 5 (b) (a) ASCE 5 (b) (b) ASCE 5 (b) (c) ASCE 5 (b) (d) ASCE 6 (a) (a) ASCE 6 (a) (b) PDelta SRSS ASIF CD .9 1.25 1.15 1.15 1.25 1.15 1.15 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 _6 ABIF Sept 8, 2010 8:21 AM Checked By BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor DL 1.2 RLL 1.6 WLZ -.8 DL 1.2 SL 1.6 WLX .8 DL 1.2 SL 1.6 WLZ .8 DL 1.2 SL 1.6 WLX -.8 DL 1.2 SL 1.6 WLZ .8 DL 1.2 RL 1.61WLX .8 DL 1.2 RL 1.6 WLZ .8 DL 1.2 RL 1.6 WLX .8 DL 1.2 RL 1.6 WLZ .8 DL 1.2 IWLX 1.6 LL 1 RLL .5 DL 1.2 WTI 1.6 LL 1 RLL .5 DL 1.2 lNl X -1.6 LL 1 RLL .5 DL 1.2 WLZ -1.6 LL 1 RLL .5 DL 1.2 WLX 1.6 LL 1 SL .5 DL 1.2 WLZ 1.6 LL 1 SL .5 DL 1.2 M LX 1 6 LL 1 SL 5 DL 1.2 WLZ 1.6 LL 1 SL .5 DL 1.2 WLX 1.6 LL 1 RI .5 DL 1.2 WLZI 1.6 LL 1 RL .5 DL 1.2 lvvLX -1.6 LL 1 RL .5 DL 1.2 WLZ -1.6 LL 1 RL .5 DL 1.2 ELX 1 LL 1 SL .2 DL 1.2 ELZ 1 LL 1 SL .2 DL 1.2 ELX -1 LL 1 SL .2 DL 1.2 ELZ -1 LL 1 SL .2 DL .9 Mnx 1.6 DL .9 WLZ 1.6 DL .9 MI-X 1.6 DI .9 WLZ 1.6 DL .9 ELX 1 nil I .9 ELZ 1 DL I .9 ELX 1 DL I .9 ELZ 1 Service Hot Rolled Cold Formed Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Concrete Masonry Foot Yes Yes I Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes RISA 3D Version 8.0 3 [T• X. X. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 5 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Load Combination Desian (Continued) 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 __60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Description ASIF ASCE 6 (a) (c) ASCE 6 (a) (d) ASCE 6 (b) (a) ASCE 6 (b) (b) ASCE 6 (b) (c) ASCE 6 (b) (d) ASCE 6 (c) (a) ASCE 6 (c) (b) ASCE 6 (c) (c) ASCE 6 (c) (d) ASCE 6 (d) (a) ASCE 6 (d) (b) ASCE 6 (d) (c) ASCE 6 (d) (d) ASCE 6 (e) (a) ASCE 6 (e) (b) ASCE 6 (e) (c) ASCE 6 (e) (d) ASCE 6 (f) (a) ASCE 6 (f) (b) ASCE 6 (f) (c) ASCE 6 (f) (d) ASCE 7 (a) ASCE 7 (b) ASCE 7 (c) ASCE 7 (d) ASCE 8 (a) ASCE 8 (b) ASCE 8 (c) ASCE 8 (d) ACI9 -1 ACI 9 -2 (a) ACI 9 -2 (b) ACI 9 -2 (c) ACI 9 -3 (a) ACI 9 -3 (b) ACI 9 -3 (c) ACI 9 -3 (d) (a) ACI 9 -3 (d) (b) ACI 9 -3 (d) (c) ACI 9 -3 (d) (d) ACI 9 -3 (e) (a) ACI 9 -3 (e) (b) ACI 9 -3 (e) (c) ACI 9 -3 (e) (d) ACI 9 -3 (f) (a) ACI 9 -3 (f) (b) ACI 9 3 (f) (c) ACI 9 -3 (f) (d) ACI 9 -4 (a) (a) ACI 9 -4 (a) (b) ACI 9 -4 (a) (c) ACI 9 -4 (a) (d) ACI 9 -4 (b) (a) ACI 9 -4 (b) (b) ACI 9 -4 (b) (c) RISA 3D Version 8 0 3 CD 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 ABIF Service Hot Rolled Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cold Formed Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Sept 8, 2010 8:21 AM Checked By Masonry Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Footinas Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 6 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:21 AM Job Number 10860 Operators Cab Support Steel Checked By Load Combination Desian (Continued) Description 75 ACI 9-4 (b) (d) 76 ACI 9 -4 (c) (a) 77 ACI 9-4 (c) (b) 78 ACI 9 -4 (c) (c) 79 ACI 9-4 (c) (d) 80 ACI 9 -5 (a) 81 ACI 9 -5 (b) 82 ACI 9 -5 (c) 83 ACI 9 -5 (d) 84 ACI 9-6 (a) 85 ACI 9-6 (b) 86 ACI 9-6 (cl 87 ACI 9-6 (d) 88 ACI 9 -7 (a) 89 ACI 9 -7 (bl 90 ACI 9 -7 (c) 91 I ACI 9 -7 (d) ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Masonry Footinas Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes RISA -3D Version 8.0.3 [T'\. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 7 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:27 AM Job Number 10860 Operators Cab Support Steel Checked By' Joint Deflections LC 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 _26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49 49 50 50 51 51 52 52 53 53 54 54 55 55 Joint Label N8 X finl .006 026 .006 .012 .006 .021 .026 .021 .022 .006 .01 .006 .019 .006 .007 .006 .033 .021 .009 .021 .031 .021 .011 .021 .037 .026 .014 .026 .036 .025 .016 .026 .033 .021 .009 .021 .031 .021 .011 .021 .019 .004 .012 .004 .017 .003 .01 .004 .008 .04 .042 .04 .027 .037 .027 Y finl -.003 -.015 -.003 -.007 -.003 -.012 -.015 -.012 -.006 -.004 -.001 .003 .005 .004 .002 .003 .014 .012 .011 .012 .014 .013 .011 .012 .017 .015 .013 .015 .016 .015 .014 .015 -.014 .012 .011 .012 .014 013 .011 .012 .004 .002 0 .002 -.004 .002 0 .002 .005 .023 -.025 023 -.016 -.022 -.016 Z finl -.003 .008 .003 .005 -.003 .007 .008 -.007 .006 .011 0 .017 .005 .009 0 .015 .009 .004 .005 .017 .009 .002 .005 .016 .01 002 -.006 019 .01 0 .006 017 .009 004 .005 .017 .009 .002 .005 .016 .005 .012 .001 .016 .004 .01 0 .013 .004 .012 .013 012 -.009 -.011 -.009 X Rotation fradl Y Rotation [radl Z Rotation frad 6.595e-4 1.479e -5 1.654e -3 1.048e -4 6.595e -4 1.479e -5 1.046e -3 3.847e -5 6.595e -4 1.479e -5 1.405e -3 8.226e -5 1.695e -3 1.e-4 1.405e -3 8.226e -5 8.838e-4 3.213e -5 4.443e -4 3.96e -5 4.352e -4 2.544e -6 8.747e -4 1.002e -5 8.645e -4 4.86e -5 7.26e -4 6.813e -6 4.546e -4 1.901e-5 5.93e -4 3.64e -5 1.573e -3 9.526e -5 1.244e -3 1.009e -4 1.237e -3 6.926e -5 1.567e -3 6.365e -5 1.559e -3 1.076e -4 1.455e -3 6.606e -5 1.252e -3 5.691e-5 1.355e -3 9.847e -5 1.863e -3 1.13e -4 1.534e -3 1.186e -4 1.527e -3 8.702e -5 1.856e -3 8.142e -5 1.849e -3 1,254e -4 1.745e -3 8.382e -5 1.541e-3 7.467e -5 1.645e -3 1.162e -4 1.573e -3 9.526e -5 1.244e -3 1.009e -4 1.237e -3 6.926e -5 1.567e -3 6.365e -5 1.559e -3 1.076e -4 1.455e -3 6.606e -5 1.252e -3 5.691e-5 1.355e -3 9.847e -5 -6.7 •4 2.621e-5 1.805e -4 3.369e -5 1.714e -4 -8.461e-6 6.109e -4 1.594e -5 6.007e -4 4.2RRe -5 4.622e -4 1.273e -5 1.908e -4 2.493e -5 3.292e -4 3.048e -5 9.233e -4 2.071e-5 2.382e -3 I 1.617e -4 2.576e -3 1.735e -4 2.382e -3 1.617e -4 1.786e -3 1.077e -4 2.404e -3 I 1.456e -4 1.786e -3 I 1.077e -4 3.006e -4 1.255e -3 3.006e -4 6.136e -4 3.006e -4 1.017e -3 -1.251e-3 1.017e -3 3.494e -4 3.015e -4 2.519e -4 2.998e -4 3.256e-4 2.99e -4 2.757e -4 3.023e -4 1.053e -3 1.017e -3 -9.801e-4 1.016e -3 1.035e -3 1.015e -3 9.98e -4 1.018e -3 1.288e -3 1.252e -3 1.215e -3 1_251e-3 1.27e -3 1.25e -3 1.233e -3 1.253e -3 1.053e -3 1.017e -3 -9.801e-4 1.016e -3 1.035e -3 1.015e -3 9.98e -4 1.018e -3 -2.291 e-4 1.812e -4 1.316e -4 1.795e -4 2.053e -4 1,787e -4 1.555e -4 1:821e-4 4,209e -4 1.888e -3 -2 045e -3 1 888e -3 1.316e -3 1.816e -3 1.316e -3 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 65 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Deflections (Continued) 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 Joint Lahel X rint Y rinl Z rinl .02 006 006 .007 .004 .008 .005 .002 001 .007 .004 015 .029 .011 .008 .017 -.01 .005 .004 -.008 -.004 .017 -.01 -.017 .02 -.006 .006 .007 -.004 .008 005 .002 .001 .007 .004 .015 .053 -.02 .013 .027 -.016 .014 .002 .012 004 .027 .016 .031 .056 .021 .014 .03 -.018 .013 .005 .014 -.005 .03 -.018 -.032 .053 -.02 -.013 .027 -.016 .014 .002 .012 004 .027 -.016 -.031 048 -.02 012 .028 .017 .008 009 .014 006 029 .017 .026 031 .007 007 .005 .003 .02 02 0 .002 _005 -.003 .025 _024 006 -.006 .005 -.003 .014 014 0 0 .006 -.003 -.019 9.709e -4 6.192e -4 6.12e -4 9.636e -4 1.589e -3 1.238e -3 1.23e -3 1.582e -3 9.709e -4 6.192e -4 6.12e -4 9.636e -4 2.145e -3 1.441e-3 1.427e -3 2.13e -3 2.338e -3 1.635e -3 1.62e -3 2.323e -3 2.145e -3 1.441e-3 1.427e -3 2.13e -3 2.156e -3 1.958e -3 1.57e -3 1.768e -3 -9 525e -4 2.492e -4 2.347e -4 9.379e -4 8.883e -4 6.886e -4 3.008e-4 4.985e -4 Sept 8, 2010 8:27 AM Checked By X Rotation rradl Y Rotation rradl Z Rotation rradl 3.162e -5 3.998e -4 3.76e -5 3.615e -4 3.882e -6 3.218e -4 2.098e -6 -3.601e-4 6.951e-5 9.005e -4 7.549e -5 8.622e -4 4.177e -5 8.225e -4 3.579e -5 8.608e -4 3.162e -5 3.998e -4 3.76e -5 3.615e -4 3.882e -6 -3.218e-4 2.098e -6 -3.601e-4 1.354e -4 1.394e -3 1.474e -4 1.317e -3 7.997e -5 1.238e -3 6.801e-5 1.314e -3 1.473e -4 1.55e -3 1.592e -4 1.473e -3 9.181e-5 1.394e -3 7.985e -5 1.471e-3 1.354e -4 1.394e -3 1.474e -4 1.317e -3 7.997e -5 1.238e -3 6.801e -5 1.314e -3 1.607e -4 1.414e -3 8.158e -5 1.376e -3 6. 416e -5 1.342e -3 1.433e -4 1.38e -3 4.105e -5 3.486e -4 5.301e-5 2.72e -4 1.443e -5 1.926811 2.638e -5 2.692e -4 6.1.1 e -5 3.062e -4H 1.755e -5 2.682e -4 3.42_8e -5 2.35e -4 4.418e -5 2.73e -4 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 66 I Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8.25 AM Job Number 10860 Operators Cab Support Steel Checked By I Joint Reactions 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 LC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Joint Label N5 X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ft1 .025 1.225 .036 0 0 0 .093 2.466 .1 0 0 0 .025 1.225 .036 0 0 0 I .048 1.735 .061 0 0 0 .025 1.225 .036 0 0 0 .076 2.155 -.084 0 0 0 .093 2.537 -.103 0 0 0 I .076 2.155 .084 0 0 0 -1.031 1.221 0 0 0 0 .013 2.773 -1.033 0 0 0 .982 3.671 -.072 0 0 0 .036 .323 .961 0 0 0 .901 .414 .031 0 0 0 i .009 2.449 .73 0 0 0 .852 2.864 .041 0 0 0 .058 .001 .657 0 0 0 .83 .321 .057 0 0 0 .067 3.316 .832 0 0 0 .679 3.99 .111 0 0 0 -.084 .995 .663 0 0 0 -.733 .926. .08 0 0 0 -.051 3.073 .604 0 0 0 .582 3.385 .088 0 0 0 .1 1.237 .436 0 0 0 -.848 .703 .075 0 0 0 .084 3.698 -.85 0 0 0 .662 4.372 .13 0 0 0 .102 1.377 .645 0 0 0 .75 1.308 .099 0 0 0 .068 3.455 .623 0 0 0 .564 3.767 .107 0 0 0 .118 1.619 .418 0 0 0 .83 .321 .057 0 0 0 .067 3.316 .832 0 0 0 .679 3.99 .111 0 0 0 .084 .995 .663 0 0 0 .733 .926 .08 0 0 0 .051 3.073 .604 0 0 0 .582 3.385 .088 0 0 0 -.1 1.237 .436 0 0 0 1.021 1.711 .015 0 0 0 .003 2.283 -1.018 0 0 0 .992 3.181 .058 0 0 0 .026 -.813 .975 0 0 0 .891 -.904 .016 0 0 0 .018 1.959 -.715 0 0 0 .862 2.374 -.027 0 0 0 .048 -.489 .672 0 0 0 .034 1.715 -.051 0 0 0 .138 3.455 -.146 0 0 0 .15 3.709 .158 0 0 0 II .138 3.455 .146 0 0 0 .097 2.711 I .107 0 0 0 _135 3.526 I _147 0 0 0 .097 2.711 I .107 0 0 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 8 I Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Reactions (Continued) 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Joint Label N1 Operators Cab Support Steel Sept 8, 2010 8:25 AM Checked By X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ftl .835 .486 -.014 I 0 0 0 .02 2.708 -.841 I 0 0 0 .776 3.427 -.072 0 0 0 .039 .232 .754 0 0 0 .872 .329 -.054 0 0 0 -.058 3.523 -.88 0 0 0 .738 4.242 -.112 0 0 0 -.076 1.047 .715 0 0 0 -.835 .486 -.014 0 0 0 -.02 2.708 -.841 0 0 0 .776 3.427 .072 0 0 0 .039 .232 .754 0 0 0 1.708 1.203 -.05 0 0 0 .079 5.187 -1.702 0 0 0 1.513 6.624 -.165 0 0 0 .116 .234 1.487 0 0 0 1.719 .948 -.062 0 0 0 .09 5,441 1.715 0 0 0 1.501 6.878 -.178 0 0 0 .128 .489 1.475 0 0 0 1.708 -1.203 -.05 0 0 0 -.079 5.187 -1.702 0 0 0 1.513 6.624 .165 0 0 0 -.116 .234 1.487 0 0 0 1.354 .471 -.105 0 0 0 .055 4.561 -1.103 0 0 0 1.15 5.154 .12 0 0 0 .15 1.064 .878 0 0 0 1.632 -2 811 .025 0 0 0 .003 3.579 1.627 0 0 0 1.588 5.016 -.09 0 0 0 -.041 -1.374 1.562 0 0 0 1.274 -1.239 .025 0 0 0 .025 2.851 -1.023 0 0 0 1.23 3.444 .04 0 0 0 .069 .646 .958 0 0 0 .025 1.145 03 0 0 0 .147 1.661 .064 0 0 0 .025 1.145 .03 0 0 0 .056 1.506 .046 0 0 0 .025 1.145 .03 0 0 0 -.116 1.532 .056 0 0 0 -.139 1.802 .068 0 0 0 -.116 1.532 .056 0 0 0 -1.007 1.219 .009 0 0 0 .039 1.112 .014 0 0 0 .956 3.509 .052 0 0 0 .011 3.401 .047 0 0 0 .73 228 .023 0 0 0 .059 .079 .01 0 0 0 .68 2.518 .037 0 0 0 .009 2.369 .05 0 0 0 85_2 .241 .04 0 0 0 -.127 .16 .043 0 0 0 .62 3.305 .072 0 0 0 -.106 3.224 .068 0 0 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 9 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) LC 112 21 113 22 114 23 115 24 116 25 117 26 118 27 119 28 120 29 121 30 122 31 123 32 124 33 125 34 126 35 127 36 128 37 129 38 130 39 131 40 132 41 133 42 134 43 135 44 136 45 137 46 1381 47 1391 48 1401 49 141 50 142 51 143 52 144 53 145 54 146 55 147 56 148 57 149 58 150 59 151 60 152 61 153 62 154 63 155 64 156 65 157 66 158 67 159 68 160 69 161 70 162 71 163 72 164 73 165 74' 166 75 167 76 Joint Label X fkl .645 -.142 .412 .091 -.875 -.15 .597 .129 -.668 -.165 .389 -.114 .852 .127 .62 -.106 -.645 .142 .412 .091 -.996 -.029 .966 .001 .72 .049 .69 .019 .035 .225 .24 .225 -.152 -.201 -.152 .815 .041 .755 .019 -.864 .09 .706 .068 .815 -.041 .755 .019 -1.722 .174 1.418 .129 1.737 -.189 1.403 .145 1.722 Y fkl .502 .614 2.562 2.45 .03 .11 3.575 3.495 .773 .884 2.832 2.72 -.241 -.16 3.305 3.224 .502 .614 2.562 2.45 -1.677 -1.57 3.051 2.943 -.686 -.537 2.06 1.911 1.603 2.199 2.38 2.199 1.89 2.467 1.89 -.517 -.431 3.265 3.179 .06 .146 3.842 3.756 -.517 .431 3.265 3.179 -1.892 -1.72 5.672 5.5 -1.712 -1.54 5.852 5.68 1.892 Z fkl .05 .041 .061 .071 .051 .055 .084 .08 .062 .053 .073 .082 .04 .043 .072 .068 05 .041 .061 .071 .004 .001 04 .035 .011 -.002 .025 038 042 .091 .099 .091 07 .095 .07 .019 .023 .053 049 .044 .048 .078 .074 .019 .023 .053 .049 .036 .044 .105 .097 .044 .052 .113 .105 .036 MX fk -ftl MY fk -ftl MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 10 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Reactions (Continued) 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 0 221 1 222 1 223 Joint Label N3 Sept 8, 2010 8:25 AM Checked By X fkl Y fkl Z fkl MX fk ftl MY fk ftl MZ fk ftl -.174 -1.72 .044 0 0 0 1.418 5.672 .105 0 0 0 .129 5.5 .097 0 0 0 -1.165 0 .063 0 0 0 .207 .213 .045 0 0 0 .849 3.923 .084 0 0 0 .109 3.711 .102 0 0 0 1.593 2.752 -.007 0 0 0 -.045 2.58 0 0 0 0 1.547 4.812 .062 0 0 0 0 4.641 .054 0 0 0 -1.029 -.931 .017 0 0 0 .072 .718 .001 0 0 0 .984 2.992 .037 0 0 0 .026 2.779 .055 0 0 0 .02 1.712 .028 0 0 0 .115 4.814 .079 0 0 0 .02 1.712 .028 0 0 0 .042 2.7 .047 0 0 0 .02 1.712 .028 0 0 0 .091 4.039 .066 0 0 I 0 .108 4.78 .08 0 0 0 .091 4.039 .066 0 0 I 0 .014 3.586 .037 0 0 0 .022 .473 .014 0 0 0 .026 -.162 .02 0 0 0 .018 3.896 .043 0 0 0 .001 3.085 .036 0 0 0 .021 .302 .014 0 0 0 .039 .339 .02 0 0 0 .019 3.121 .043 0 0 0 .087 5.444 .073 0 0 0 .093 2.4 .055 0 0 0 .095 2.633 .06 0 0 0 .09 5.677 .077 0 0 0 .077 5.069 .072 0 0 0 .092 2.982 .056 0 0 0 .105 3.009 .06 0 0 0 .09 5.096 .077 0 0 0 .104 6.185 .086 0 0 0 .11 3.142 .069 0 0 0 .112 3.375 .073 0 0 0 .106 6.418 .091 0 0 0 .094 5.81 .086 0 0 0 .109 3.723 .069 0 0 0 .122 3.75 .074 0 0 0 .107 5.837 .09 0 0 0 .087 5.444 .073 0 0 0 .093 2.4 .055 0 0 0 .095 2.633 .06 0 0 0 .09 5.677 .077 0 0 0 .077 5.069 .072 0 0 0 .092 2.982 .056 0 0 0 .105 3.009 .06 0 0 0 .09 5.096 .077 0 0 0 .006 2.901 .026 0 0 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 11 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 1 276 1 277 278 1 279 Joint Label N7 X fkl .014 .018 .01 -,007 .013 .031 .011 .028 .176 .187 .176 .119 .155 .119 .019 .026 .028 .022 .055 .062 .065 .058 .019 .026 .028 .022_ 11 .122 .128 .115 121 .134 .139 .127 11 .122 .128 .115 .097 .125 15 .122 .009 .021 .027 .014 .009 .019 045 .016 .03 .124 .03 .061 .03 .101 Y fkl 1.157 .847 3.212 2.4 .382 .346 2.437 2.397 7.018 7.512 7.018 5.157 6.738 5.157 3.553 .307 .555 3.802 5.134 1.888 2.136 5.383 3.553 .307 .555 3.802 8.155 1.662 2.159 8.652 8.649 2.156 2.653 9.146 8.155 1.662 2.159 8.652 7.316 3.341 3.393 7.368 4.539 1.955 1.457 5.036 3.502 -.473 .421 3.554 3.124 13.315 3.124 6.068 3.124 10.767. Z fkl .002 .008 .032 .025 .003 .009 .031 .04 .114 .124 .114 .084 .114 .084 .041 .022 .027 .046 .071 .052 057 .075 .041 .022 .027 .046 098 .061 07 .108 107 .07 08 .117 098 .061 .07 .108 .099 .068 .077 .108 .04 .002 .012 .049 .037 .006 .014 .046 .023 .043 02.3 -.032 .023 .038 MX fk -ftl MY fk -ftl MZ fk -ftl 0 0 0 0 0 0 0 0 0 a n 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 12 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Reactions (Continued) 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 I 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 Joint Label Sept 8, 2010 8:25 AM Checked By X Fkl Y fkl Z Fkl MX fk -ftl MY fk -ftl MZ fk -ftl .124 12.975 -.045 0 0 0 101 10.767 .038 0 0 0 .023 5.079 .046 0 0 0 .03 4.599 -.994 0 0 0 .036 1.168 0 0 0 0 .03 1.648 .949 0 0 0 .003 4.763 -.029 0 0 0 .03 4.533 .921 0 0 0 .056 1.484 .016 0 0 0 .03 1.714 .876 0 0 0 .096 12.234 .055 0 0 0 .101 11.874 -.767 0 0 0 .106 9.3 .02 0 0 0 .101 9.66 .691 0 0 0 .081 11.996 .042 0 0 0 .101 11.824 -112 0 0 0 .121 9.537 -.033 0 0 0 .101 9.71 .636 0 0 0 .119 14.442 .062 0 0 0 .124 14.082 .774 0 0 0 .129 11.508 .027 0 0 0 .124 11.868 .684 0 0 0 .104 14.204 -.049 0 0 0 .124 14.032 .719 0 0 0 .144 11.745 -.04 0 0 0 .124 1t918 .629 0 0 0 .096 12.234 .055 0 0 0 .101 11.874 -.767 0 0 0 .106 9.3 .02 0 0 0 .101 9.66 .691 0 0 0 081 11.996 .042 0 0 0 .101 11.824 -.712 0 0 0 121 9.537 -_033 0 0 0 .101 9.71 .636 0 0 0 011 3.83 _037 0 0 0 .018 3.35 -.985 0 0 0 .024 -.082 .01 0 0 0 .018 .398 .958 0 0 0 -.009 3.513 -.02 0 0 0 .018 3.284 -.912 0 0 0 .044 .235 .007 0 0 0 .018 .465 .885 0 0 0 .042 4.373 .032 0 0 0 .187 20.054 .059 0 0 0 .203 21.526 -.064 0 0 0 .187 20.054 .059 0 0 0 .13 13.939 .047 0 0 0 .18 18.65 -.062 0 0 0 .13 13.939 -.047 0 0 0 .031 5.313 .046 0 0 0 .036 4.929 .805 0 0 0 .041 2.184 -.008 0 0 0 .036 2.568 .751 0 0 0 .081 10.023 .061 0 0 0 .086 9.639 -.82 0 0 0 .091 6.894 .024 0 0 0 RISA -3D Version 8.0 3 [T' \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 13 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 1 386 I 387 1 388 1 389 90 391 LC 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Joint Label Totals: X fkl YJk1 Z fkl MX fk ftl MY fk ftl MZ fk ftl _086 7278 I 735 0 0 0 .031 5.313 .046 0 0 0 .036 4.929 -.805 0 0 0 .041 2.184 I -.008 0 0 0 .036 2.568 I 151 0 0 0 .12 17.069 .084 0 0 0 .13 16.301 1.602 0 0 0 .141 10.81 .01 0 0 0 .13 11.578 1.508 0 0 0 .135 18.541 -.089 0 0 0 .146 17.773 1.607 0 0 0 .156 12.282 .015 0 0 0 .146 13.05 1.503 0 0 0 .12 17.069 .084 0 0 0 .13 16.301 -1.602 0 0 0 .141 10.81 .01 0 0 0 .13 11.578 1.508 0 0 0 .099 16.87 .058 0 0 0 137 16.542 1.333 0 0 0 .174 12.186 .04 0 0 0 .137 12.515 1 795 0 0 0 .016 5.94 .058 0 0 0 .027 5.172 1.575 0 0 0 .037 -.318 .017 0 0 0 .027 .45 1.535 0 0 0 .011 5.153 -.029 0 0 0 .027 4.825 -1.304 0 0 I 0 .065 .469 .011 0 0 0 .027 .798 I 1.264 0 0 0 0 7.205 0 I O 22.255 0 O 7.205 I 0 O 12.008 I 0 0 7.205 0 0 18.493 0 O 22.095 0 O 18.493 0 -2 6.225 0 O 5.788 -2 2 8.185 0 O 8.623 2 1.626 7.205 0 O 7.205 1.626 1.626 7.205 0 0 7.205 1.626 -1.5 17.758 0 O 17.43 -1.5 1.5 19.228 0 0 19.556 1.5 1.22 18.493 0 O 18.493 -1.22 1.22 18.493 0 O I 18.493 1.22 -1.5 21.36 0 O I 21.032 1.5 1.5 I 22.83 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 14 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Reactions (Continued) 1 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 I 446 1 447 Joint Label X fkl Y fk1 Z fk1 O 23.158 1.5 1.22 22.095 0 O 22.095 1.22 1.22 22.095 0 O 22.095 1.22 1.5 17.758 0 0 17.43 1.5 1.5 19.228 0 O 19.556 1.5 -1.22 18.493 0 0 18.493 -1.22 1.22 18.493 0 0 18.493 1.22 2 3.343 0 O 2.906 2 2 5.303 0 O 5.741 2 1.626 4.323 0 0 4.323 1.626 1.626 4.323 0 O 4.323 1.626 0 10.087 0 O 32.726 0 0 35.128 0 O 32.726 0 O 23.696 0 O 31.38 0 O 23.696 0 1.6 7.862 0 0 7.512 -1.6 1.6 9.43 0 0 9.78 1.6 1.6 15.546 0 O 15.196 1.6 1.6 17.114 0 0 17.464 1.6 1.6 7.862 0 O 7.512 -1.6 1.6 9.43 0 O 9.78 1.6 -3.2 22.128 0 O 21.428 -3.2 3.2 25.264 0 O 25.964 3.2 -3.2 24.53 0 0 23.83 -3.2 3.2 27.666 0 0 28.366 3.2 3.2 22.128 0 O 21.428 -3.2 3.2 25.264 0 O 25.964 3.2 2.323 24.657 0 0 24.657 -2.323 2.323 24.657 0 0 24.657 2.323 MX fk ftl Sept 8, 2010 8:25 AM Checked By MY fk -ftl MZ fk -ftl RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 15 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) LC 448 84 449 85 450 86 451 87 452 88 453 89 454 90 455 91 456 1 457 2 458 3 459 4 460 5 461 6 462 7 463 8 464 9 465 10 466 11 467 1 12 468 1 13 469 1 14 470 1 15 471 16 472 17 473 18 474 19 475 20 476 21 477 22 478 23 479 24 480 25 481 2266 481 3 1 28 484 29 485 30 486 31 487 32 488 33 489 34 490 35 491 36 492 37 493 38 494 39 495 40 4 5 41 497 42 498 43 499 44 500 45 501 46 502 503 48 Joint Label COG (ftl. X fkl YJk1 Zlkl -3.2 4.917 0 0 4.217 -3.2 3.2 8.053 0 0 8.753 3.2 2323 6.485 0 0 6.485 -2.323 2.323 6.485 0 0 6.485 2.323 X. 5.201 Y. 11.528 Z. 5.281 X. 6.313 Y. 12.185 Z. 6.204 X. 5.201 Y. 11.528 Z. 5.281 X. 5.659 Y. 11.917 Z. 5.685 X. 5.201 Y. 11.528 Z. 5.281 X. 6.205 Y. 12.121 Z. 6.114 X 6.228 Y. 12.183 Z. 6.143 X. 6.205 Y. 12.121 Z. 6.114 X. 6.771 Y. 11.375 Z. 5.424 X. 5.526 Y. 11.29 Z. 6.826 X. 4.007 Y. 11.644 Z. 5.173 X. 4.983 Y. 11.688 Z. 4.244 X. 5.794 Y. 11.528 Z. 5.281 X. 5.201 Y. 11.528 Z. 5.832 X. 4.608 Y. 11.528 Z. 5.281 X. 5.201 Y. 11.528 Z. 4.73 X. 6.659 Y. 12.106 Z. 6.186 X. 6.347 Y. 12.098 Z. 6.55 X. 5.785 Y. 12.136 Z. 6.048 X. 6.078 Y. 12.142 Z. 5.726 X. 6.378 Y. 12.121 Z. 6.114 X. 6.205 Y. 12.121 Z. 6.275 X. 6.031 Y. 12.121 Z. 6.114 X. 6.205 Y. 12.121 Z. 5.953 X. 6.606 Y. 12.172 Z. 6.204 X. 6.347 Y. 12.167 Z. 6.506 X 5.873 .Y. 12.193 Z. 6.086 X. 6.12 Y. 12.198 Z. 5.814 X. 6.373 Y. 12.183 Z. 6.143 X. 6.228 Y. 12.183 Z. 6.278 X. 6.083 Y. 12.183 Z. 6.143 X. 6.228 Y. 12.183 Z. 6.009 X. 6.659 Y. 12.106 Z. 6.186 X. 6.347 Y. 12.098 Z. 6.55 X. 5.785 Y. 17 136 Z. 6.048 X. 6.078 Y. 12.142 Z. 5.726 X. 6.378 Y. 12.121 Z. 6.114 X. 6.205 Y. 12.121 Z. 6.275 X. 6.031 Y. 12.121 Z. 6.114 X. 6.205 Y. 12.121 1 Z. 5.953 X 8.125 Y. 11.243 I Z. 5.547 X. 5.848 Y. 11.054 Z. 8.358 X. 3.358 Y. 11.707 Z. 5.114 X. 4.874 Y. 11.768 1 Z. 3.724 X. 6.189 Y. 11.528 1 Z. 5.281 X. 5.201 Y. 11.528 I Z. 6.199 X. 4.213 Y. 11.528 I Z. 5.281 X. 5.201 Y. 11.528 I Z. 4.363 MX fk -ft MY fk -ftl MZ fk -ftl RISA 3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 16 1 1 I f 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 1 522 1 523 1 524 1 525 1 526 1 527 I 528 529 1 530 1 531 I 532 1 533 534 535 536 537 538 539 540 541 542 543 544 545 546 LC 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 Joint Label Member Section Forces LC Member Label 1 1 M1 5 6 2 M1 10 11 3 M1 15 16 4 M1 20 X fk1 Y fkl Z fk1 X. 5.201 Y. 11.528 Z. 5.281 X. 6.411 Y. 12.243 Z. 6.285 X. 6.407 Y. 12.261 Z. 6.286 X. 6.411 Y. 12.243 Z. 6.285 X. 6.245 Y. 12.145 Z. 6.148 X. 6.27 Y. 12.232 Z. 6.183 X. 6.245 Y. 12.145 Z. 6.148 X. 6.196 Y. 11.431 Z: 5.371 X. 5.401 Y. 11.381 Z. 6.233 X. 4.372 Y. 11.609 Z. 5.206 X. 5.047 Y. 11.641 Z. 4.55 X. 6.27 Y. 11.959 Z. 5.826 X. 5.879 Y. 11.947 Z. 6.263 X. 5.258 Y. 12.009 Z. 5.693 X. 5.619 Y. 12.019 Z. 5.316 X. 6.196 Y. 11.431 Z. 5.371 X. 5.401 Y. 11.381 Z. 6.233 X. 4.372 Y. 11.609 Z. 5.206 X. 5.047 Y. 11.641 Z. 4.55 X. 7.026 Y. 12.12 Z. 6.274 X. 6.496 Y. 12.108 Z. 6.907 X. 5.561 Y. 12.167 Z. 6.038 X. 6.038 Y. 12.176 Z. 5.521 X. 6.96 Y. 12.157 Z. 6.275 X. 6.481 Y. 12.147 Z. 6.845 X. 5.63 Y. 12.196 Z. 6.06 X. 6.064 Y. 12.204 Z. 5.587 X. 7.026 Y. 12.12 Z. 6.274 X. 6.496 Y. 12.108 Z. 6.907 X. 5.561 Y. 12.167 Z. 6.038 X. 6.038 Y. 12.176 Z. 5.521 X. 6.497 Y. 12.159 Z: 6.154 X. 6249 Y. 12.159 Z. 6.384 X. 6.002 Y. 12.159 Z. 6.154 X. 6.249 Y. 12.159 Z. 5.924 X. 8.382 Y. 11.218 Z: 5.57 X. 5.914 Y. 11.005 Z. 8.673 X. 3.259 Y. 11.717 Z. 5.105 X. 4.857 Y. 11.78 Z. 3.647 X. 6.142 Y. 11.528 Z. 5.281 X. 5.201 Y. 11.528 Z. 6.155 X. 4.26 Y. 11.528 Z. 5.281 X. 5.201 Y. 11.528 Z. 4.407 MX fk -ftl MY fk -ftl MZ fk -ftl Sec Axialfkl v Shearfkl z Shearfkl Torauefk -ftl 1 1.142 .002 .028 0 0 .045 5 .953 .002 .028 0 .345 .067 1 1.808 .041 .057 0 0 .005 5 1.619 .041 .057 0 .718 .508 1 1.142 .002 .028 0 0 .045 5 .953 .002 .028 0 .345 .067 1 1.54 I .012 .042 0 0 .033 5 1.352 I .012 I .042 0 52 117 v -v Momentfk...z -z Momentfk... RISA 3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameSiabOpt(v01) r3d] Page 17 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 21 25 26 30 31 35 36 40 41 45 46 50 51 55 56 60 61 65 66 70 71 75 76 80 81 85 86 90 91 95 96 100 101 105 106 110 111 115 116 120 121 125 126 130 131 135 136 140 141 145 146 150 151 155 156 160 LC 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Member Label M1 M1 M1 M1 M1 M1 M1 Ml M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 MI M1 M1 Sec Axialfk] v Shearrk] z Shearrk] Toraue[k ft] y y Momentfk...z z Momentfk... 1 1.142 .002 .028 0 0 .045 I 5 .953 .002 .078 0 .345 -.067 1 1.641 .031 .05 0 0 .007 5 1.453 .031 .05 0 .624 .397 1 1.94 .039 .06 0 0 .002 5 1.752 .039 .06 0 .756 .479 1 1.641 .031 .05 0 0 -.007 5 1.453 .031 .05 0 .624 .397 1 .35 .009 .005 0 .001 .041 5 .162 .009 .005 0 .064 .148 1 -1.088 0 .012 0 0 .045 5 -1277 0 .012 0 .155 .038 1 1.933 .005 .05 0 -.002 -.048 5 1.745 -.005 .05 0 .625 .014 1 3.372 .004 .043 0 0 .045 5 3.183 .004 043 0 .535 -.096 1 .865 .019 .02 0 0 -.057 5 .676 .015 .02 0 .247 .085 1 .026 0 .014 0 -.001 .045 5 -.214 0 .048 0 .385 -.056 1 1.418 .016 .035 0 0 -.033 5 1.23 .018 .035 0 .442 -.05 1 2.309 .003 .041 0 0 .045 5 2.12 .003 .007 0 .304 .078 1 1.047 .036 .033 .001 .002 .005 5 .859 .036 .033 .001 .414 .458 1 .031 .029 .039 0 0 -.007 5 .22 .029 .039 0 .482 .376 1 2.235 .026 .067 0 0 .01 5 2.046 .026 .067 0 .834 .337 1 3.314 .033 .061 0 0 .007 I 5 3.125 .033 .061 0 .767 .419 1 1.434 .044 .044 0 0 -.016 5 1.245 .019 .044 0 .551 -.411 1 .766 .031 .04 0 0 .007 5 .577 .031 .065 0 .655 .389 1 1.849 .018 .056 0 0 .002 5 1.66 .044 .056 0 .698 -.384 1 2.517 .032 .06 0 .001 -.007 5 2.328 .032 .035 0 .594 .406 1 1.346 .044 .044 .001 .002 .005 5 1.158 .044 .044 .001 .546 .54 1 .267 .037 .049 0 0 .002 5 .079 .037 .049 0 .613 4 1 2.534 .033 .077 0 0 0 5 2.345 .033 .077 0 .966 -.419 1 3.613 .04 .072 0 0 .002 5 3.424 .04 .072 0 .898 .501 1 1.732 .051 .059 0 0 .007 5 1.544 .026 .055 0 .682 -.493 __.1 1.065 .038 .05 0 0 .002 5 .876 .038 .076 0 786 .471 1 2.148 .026 .066 0 0 .011 5 1.959 .051 .066 0 .829 -.466 1 2.815 .039 .071 0 001 .002 5 2.627 .039 .045 0 .725 .488 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 18 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 161 1 1651 166 1701 171 35 175 176 36 180 181 37 185 186 38 190 191 39 195 196 40 200 201 41 205 206 42 210 211 43 215 216 44 220 221 45 225 226 46 230 231 47 235 236 48 240 241 1 245 246 2 250 251 3 255 256 4 260 261 5 265 266 6 11 7 7 1 7 1 275 1276 8 280 281 9 I 285 286 10 0 291 11 295 296 12 300 LC 33 34 Member Label M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 1.047 .859 -.031 -.22 2.235 2.046 3.314 3.125 1.434 1.245 .766 .577 1.849 1.66 2.517 2.328 -.107 -.22 -1.545 -1.658 1.476 1.363 2.915 2.802 _408 .295 -.482 -.595 .962 .849 1 852 1739 0 0 026 -.026 0 0 -.005 -.005 0 0 -.019 -.019 -.024 -.024 -.019 .019 .988 .988 .009 _009 -.986 -.986 .007 .007 v Shearfkl .036 .036 .029 .029 .026 .026 .033 _033 .044 .019 .031 .031 .018 .044 .032 _032 .008 .008 .001 .001 -.006 .006 .003 .003 .018 .015 0 0 .016 .018 002 .002 .026 .142 365 -.482 .026 -.142 -.108 -.225 -.026 -.142 -.28 -.397 -.342 -.459 -.28 -.397 -.046 -.163 .018 -.134 .005 -.122 -.034 -.15 z Shearfkl .033 .033 .039 .039 .067 .067 .061 _061 .044 .044 .04 .065 .056 .056 .06 .035 .006 .006 .001 .001 .039 .039 .032 .032 .009 .009 .003 .037 .024 .024 _03 .004 .004 .004 .02 .02 .004 .004 .009 .009 -.004 -.004 -.016 -.016 .019 .019 .016 .016 .003 .003 .009 _009 .011 .011 .002 .002 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 0 0 0 0 0 0 -.002 .002 .002 -.002 .002 -.0Q2 .003 -.003 0 0 .003 .003 0 0 v -v Momentfk.. z -z Momentfk.. .002 .414 0 .482 0 .834 0 767 0 .551 0 655 0 698 .001 594 .002 .073 0 017 002 .487 0 397 0 .109 001 247 0 .305 0 166 011 017 065 089 .011 .017 027 039 011 .017 .052 .071 .064 -.087 052 0 71 .016 .011 034 038 .038 .045 .012 004 -.005 -.458 .007 .376 .01 .337 .007 .419 .016 .411 .007 .389 .002 -.384 -.007 -.406 -.023 -.121 -.027 -.011 -.03 .041 .027 .07 .039 .058 027 .029 _015 .023 027 -.051 .068 .583 523 2.761 -.068 .583 .181 1.11 -.068 .583 .409 2.216 .494 2.612 .409 2.216 .149 .664 .039 .551 .012 .502 .098 .615 abOpt(v01).r3d] Page 19 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 301 113 305 I 3061 14 310 311 15 315 316 16 320 321 17 325 326 18 330 331 19 335 336 20 340 341 21 345 346 22 350 351 23 355 356 24 360 361 25 365 366 26 370 371 27 375 376 28 380 381 29 385 386 30 390 391 31 395 396 32 400 401 33 405 406 34 410 411 35 415 416 36. 420 421 37 425 426 38 430 431 39 435 436 40 440 Member Label Sec Axialfkl M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 .598 .619 .011 .011 .596 .617 -.009 -.009 .721 .721 .013 -.013 .76 .76 -.025 -.025 .429 .444 .012 .012 -.467 -.482 .027 -.027 .717 .717 -.018 -.018 -.764 -.764 029 .029 .424 .44 .016 016 -.471 .487 .031 .031 /21 .721 -.013 -.013 .76 .76 -.025 025 .429 .444 .012 012 467 .482 -.027 -.027 v Shearfkl .024 .141 .022 .139 .027 .144 .029 .146 -.296 -.413 .274 .391 -.265 .382 .286 .403 .279 .396 .278 .395 -.282 .398 .283 .4 .358 .475 .336 .453 .327 .443 .348 .465 -.341 .458 -.34 .456 .343 .46 .345 .462 .296 .413 .274 .391 .265 .382 .286 .403 .279 .396 .278 .395 .282 .398 .283 .4 z Shearfkl .008 .008 .02 .001 .001 .001 .013 _008 .01 .01 .02 .02 .021 .021 .012 .012 .019 .019 .028 .012 .012 .012 .004 .019 .014 .014 .024 .024 .025 .075 .015 .015 .023 .023 .032 .016 .016 .016 .007 .023 .01 .01 .02 .02 .021 -.021 .012 .012 .019 .019 .028 .012 .012 -.012 -.004 -.019 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl v -v Momentfk...z -z Momentfk.. .065 I .574 .053 .571 .072 .592 .083 .595 .469 2.277 .387 2.192 -.349 2.156 -.431 2.241 -.406 2.21 -.398 2.207 -.412 2.223 -.42 2.226 -.554 2.673 -.471 2.588 .433 2.551 -.516 2.636 .491 2.605 .482 2.603 .496 2.618 .505 2.621 .469 2.277 .387 2.192 .349 2.156 -.431 .002 .002 0 0 .002 .002 0 0 .004 .004 .002 .002 0 0 .002 .002 .003 .003 .002 .002 0 0 -.002 -.002 .004 -.004 002 .002 0 0 .002 -.002 -.003 .003 -.002 -.002 0 0 -.002 002 -.004 .004 .002 .002 0 0 .002 .002 .003 .003 .002 002 0 0 002 .002 .031 .035 .049 .023 .009 0 .027 .011 .031 .05 .069 .087 .072 .092 .034 -.055 .067 -.084 .08 .075 .036 .058 .023 -.066 .043 -.066 .081 .103 .084 -.108 .047 -.071 .079 .1 093 .091 .049 -.074 035 083 031 -.05 069 -.087 .072 092 .034 055 .067 .084 .08 .075 .036 .058 023 .066 406 2.21 -.398 I .412 2.223 .42 2.226 abOpt(v01) r3d] Page 20 1 1 r t 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 441 445 446 450 451 455 456 460 461 465 466 470 471 475 476 480 481 485 486 490 491 495 496 500 501 505 506 510 511 515 516 520 521 525 526 530 531 535 536 540 541 545 546 550 551 555 556 560 561 565 566 570 571 575 576 580 LC 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M3 M3 M3 M3 M3 M3 M3 M3 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .988 .988 .008 .008 .987 .987 -.007 .007 .597 .618 .011 .011 -.596 -.617 .01 .01 1.712 1.523 4.814 4.626 1.712 1.523 2.7 2.512 1.712 1.523 4.039 3.85 4.78 4.591 4.039 3.85 3.586 3.397 .473 .661 .162 .35 3.896 3.708 3.085 2.896 .302 .114 .339 .15 3.121 2.933 5.444 5.256 2.4 2.212 2.633 2.445 5.677 5.489 v Shearfkl .036 .106 .007 .078 .005 .065 .023 .093 .014 .084 .012 .082 .017 .087 .019 .089 .02 .02 .115 .115 .02 .02 .042 .042 -.02 -.02 -.091 -.091 -.108 -.108 .091 -.091 -.014 .014 .022 .022 .026 .026 .018 .018 .001 .035 .021 .021 -.039 -.005 .019 .019 -.087 .087 .093 .093 .095 .095 .09 .09 z Shearfkl .005 .005 .008 .008 -.009 -.009 .003 .003 .007 .007 -.018 .003 .003 .003 .014 .007 .028 .028 .079 .079 .028 .028 .047 .047 :028 .028 .066 .066 .08 .08 .066 .066 .037 .037 .014 .014 .02 .02 .043 .043 .036 .036 .014 .048 .02 .02 .043 009 .073 .073 .055 .055 .06 .06 .077 .077 Torauefk -ftl v -v Momentfk...z -z Momentfk... -.003 -.003 0 0 .003 .003 0 0 .002 -.002 0 0 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .021 .121 .018 .431 .029 .011 .031 .318 .034 .039 .038 .269 .016 .07 .011 .382 .027 .037 .028 .341 .045 -.026 016 .338 .014 .045 .007 .359 .032 .056 .004 .362 O 0 .356 .249 O 0 .983 1.436 0 0 .356 .249 O 0 .587 .531 O 0 .356 .249 0 0 .826 1.139 0 0 .999 1.351 O 0 .826 1.139 O 0 .465 .177 O 0 172 .275 O 0 .247 .321 O 0 .54 .222 0 0 .456 .225 O 0 .391 .262 O 0 .256 .273 O I 0 321 I 235 0 0 .908 1.085 0 0 688 1.159 O I 0 .745 I 1.193 O I 0 .964 I 1.119 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 21 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 581 585 586 590 591 595 596 600 601 605 606 610 611 615 616 620 621 625 626 630 631 635 636 640 641 645 646 650 651 655 656 660 661 665 666 670 671 675 676 680 681 685 686 690 691 695 696 700 701 705 706 710 711 715 716 720 LC 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 44 45 46 47 48 I Member Label M4 M4 1 5 1 5 1 5 M4 M4 M4 1 5 M4 1 5 M4 1 5 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 Sec 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 Axialrk] 5.069 4.88 2.982 2.793 3.009 2.82 5.096 4.907 6.185 5.997 3.142 2.953 3.375 3.186 6.418 6.23 5.81 5.621 3.723 3.534 3.75 3.562 5.837 5.649 5.444 5.256 2.4 2.212 2.633 2.445 5.677 5.489 5.069 4.88 2.982 2.793 3.009 2.82 5.096 4.907 2.901 2.788 -1.157 -1.27 -.847 .96 3.212 3.099 2.4 2.287 -.382 -.495 -.346 .459 2.437 2.323 v z Shearfkl -.077 .072 -.102 .072 .092 .056 -.092 081 -.105 .06 .08 0F,_ .09 .077 .09 051 .104 .086 -.104 086 .11 .069 .11 069 -.117_ .073 .112 .073 .106 .091 .106 .091 .094 .086 .119 .086 .109 .089 .109 .095 .122 .074 .097 .074 .107 .09 .107 .065 .087 .073 .087 .073 .093 055 _093 055 .095 06 .095 .06 _09 077 .09 077 .077 .072 .102 .072 _092 056 .092 .081 .105 .06 .08 .06 .09 .077 .09 .051 .006 .026 -.006 .026 -.014 .002 .014 .002 .018 .008 .018 .008 .01 .032 .01 .032 .007 .025 .027 .025 013 .Q03 013 .037 -.031 .009 .003 .009 -.011 031 -.01.1 -.003 Toraue(k -ft] v -v Momentfk...z -z Momentrk... O 0 I 0 O .901 I 1.121 0 0 I 0 O .852 I 1.149 O 0 0 O .751 1.157 O 0 0 O .8 1.129 O 0 0 O 1.08 1.297 O 0 0 O 861 1.371 O 0 0 O .918 1.405 O 0 0 0 1.137 1.331 O 0 0 O 1.074 1.333 O 0 0 O 1.025 1.361 O 0 0 O .924 1.369 O 0 0 O .973 1.341 0 0 0 0 .908 1.085 O 0 0 O .688 1.159 0 0 0 O .745 1.193 O 0 0 0 .964 1.119 O 0 0 O .901 1.121 O 0 0 O .852 1.149 O 0 0 O .751 1.157 O 0 0 O _8 1.129 O 0 0 O .322 .077 O 0 0 O .029 .176 0 0 0 0 .105 .221 0 0 0 O .398 .123 0 0 0 0 .313 .125 O 0 0 O 249 .1 _63 O 0 0 O .114 .173_ O 0 0 O .179 I .136 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 22 1 r t 1 1 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 721 1 725 726 2 730 731 3 735 736 4 740 741 5 745 746 6 750 751 7 755 756 8 760 761 9 765 766 10 770 771 11 775 776 12 780 781 13 785 786 14 790 791 15 795 796 16 800 801 17 805 806 18 810 811 19 815 816 20 820 821 21 825 826 22 830 831 23 835 1836 24 1 840 1 841 25 845 1846 26 1 850 1 8511 27 18551 1 8561 28 18601 Member Label M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .038 .038 .06 .06 .038 .038 .051 .051 .038 .038 .055 .055 .064 .064 .055 .055 .017 .017 .024 .024 .058 .058 .051 .051 .031 .031 .02 .004 .045 .045 .095 .072 .039 .039 .044 .044 .07 .07 .065 .065 .049 .049 .011 .029 .06 .06 .098 .08 .049 .049 .054 .054 .08 .08 .075 .075 v Shearfkl .937 -.945 1.994 1.988 .937 .945 1.435 1.436 .937 .945 1.73 1.727 2.103 2.096 1.73 1.727 .141 .158 .127 1.046 1.733 1.732 1.747 .844 .659 .671 .967 1.167 1.215 1.219 .907 .723 1.132 1.137 1.122 1.803 2.327 -2.318 2.337 1.652 1.521 1.522 1.752 1.894 1.938 -1.933 1.707 1.561 1.505 -1.505 1.495 -2.172 2,7 -2.686 2.71 -2.02 z Shearfkl .002 .002 .016 .016 .002 .002 .006 .006 .002 .002 .013 013 .016 .016 .013 013 .004 .004 .008 .008 .009 .009 .003 .003 .013 .011 .011 .011 .008 .015 .006 .006 .008 .008 .017 .017 .018 .018 .009 .009 .021 .003 .019 .019 .005 .022 .006 .006 .011 .011 .02 .02 .021 .021 .012 .012 RISA -3D Version 8.0.3 [T' \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl v -v Momentfk...z -z 0 I .012 0 .002 .002 0 0 0 0 0 0 .001 001 .002 .002 .001 001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 .001 001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 002 .002 .002 .002 .002 .002 1 .01 .074 .066 .012 .01 .03 026 .012 .01 .058 052 -.072 .065 .058 052 .017 .02 .034 .033 .04 .039 .011 -.014 .016 .006 .048 .046 .007 .025 .025 .027 -.037 .03 .075 .07 .08 .074 .041 .034 .062 .041 -.086 .08 .055 .064 .031 .02.5 .051 .043 089 .083 .094 .087 -.055 .047 Momentfk... .352 .387 .81 .786 .352 .387 .568 575 .352 .387 .696 686 .857 .827 .696 686 .004 .079 .126 .319 .7 .694 .578 .455 .23 .282 .416 .38 .474 .492 .288 .394 .434 .455 .526 .635 .957 .917 _865 .737 .604 .607 .743 .681 .787 .765 .648 .692 .596 .597 .688 .776 1.118 1.058 1.027 .878 abOpt(v01).r3d] Page 23 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 861 129 865 I 866 130 870 I 871 31 875 876 32 880 881 33 885 886 34 890 891 35 895 896 36 900 901 37 905 906 38 910 911 39 915 916 40 920 921 41 925 926 42 930 931 43 935 936 940 941 45 9 46 951 0I 951 47 955. 956 48 960 961 1 965 966 2 970 971 3 975 976 4 980 981 5 985 986 6 990 991 7 995 996 8 1000 Member Label Sec M6 I 1 5 I 1 1 5 M6 M6 M6 M6 MA M6 M6 M6 M6 M6 M6 M6 MB M6 M6 M6 M6 M6 M6 M7 M7 M7 M7 M7 M7 M7 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfk] .059 .059 .021 .039 .069 .069 .108 .09 .039 .039 .044 .044 .07 .07 .065 065 .049 .049 .011 .029 .06 .06 .098 .08 .002 .002 .009 .009 .043 .043 036 .036 .016 .016 .035 .011 .029 .029 _08 .057 1.177 .989 2.505 2 316 1.177 .989 1.711 1.523 1.177 .989 2.173 1.985 2.573 2.385 2.173 1.985 v Shearfkl 1.894 1.891 2.125 -2.263 2.311 2.301 2.08 1.929 1.132 -1.137 1.122 1.803 2.377 2.318 2.337 -1.652 1.521 -1.522 1.752 1.894 1.938 1.933 1.707 1.561 .234 .22 .248 -.668 1.359 1.354 1.372 .466 .285 .293 .592 .789 .84 .841 .532 .345 .002 .002 .013 013 .002 .002 .001 001 -.002 -.002 -.01 -.01 -.009 .009 -.01 .01 z Shearfkl .024 .006 .022 .022 .008 .025 .009 .009 .008 .008 .017 017 .018 .018 .009 009 .021 .003 .019 .019 .005 .022 .006 .006 -.005 -.005 .007 .007 .008 .008 .004 .004 .012 -.012 .01 .01 .009 .014 .007 -.007 .04 .04 .077 077 .04 .04 :057 057 .04 .04 .068 .068 .081 .081 .068 .068 Toraue[k ft] y v Momentfk...z z Momentfk... .002 .076 .766 7 .002 .053 .749 .002 .099 .905 002 .092 .822 _002 .069 .949 .002 .076 .906 .002 .045 .81 002 037 833 .001 -.037 .434 .001 .03 .455 .001 .075 .526 .001 .07 .635 .001 .08 .957 .001 .074 .917 .001 -.041 .865 001 .034 .737 .001 -.062 .604 .001 .041 .607 .001 .086 .743 .001 .08 .681 .001 -.055 .787 .001 .064 .765 .001 .031 .648 .001 .025 .692 0 .022 .137 0 -.024 .076 O -.03 .015 O .03 .164 O -.036 .559 O .035 .54 O .016 .437 0 .018 .3 O .012 .089 O .009 .127 O .043 .275 O .042 .225 O .002 .334 O .021 .337 O .029 148 O .031 .239 O .113 -.039 O -.386 -.011 O .176 .008 0- -.786 .15 0 .113 .039 O -.386 .011 O .143 .027 O 575 009 O .113 .039 O -.386 .011 O .16 .016 O .686 .11 O .182 -.007 O .828 .111 O .16 -.016 O -.686 .11 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 24 t 1 r 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 1001 9 1005 1006 10 1010 1011 11 1015 1016 12 1020 1021 13 1025 1026 14 1030 1031 15 1035 10361 16 10401 1041 17 1045 1046 18 1050 1051 19 1055 1056 20 1060 1061 21 1065 1066 22 1070 1071 23 1075 1076 24 1080 1081 25 1085 1086 26 1090 1091 27 1095 1096 28 1100 1101 29 1105 1106 30 1110 1111 31 1115 1116 32 1120 1121 33 1125 1126 34 1130 1131 35 1135 1136 36 1140 1 Member Label M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .37 .181 1.278 1.09 1.985 1.796 1.077 .888 .899 .71 1.4 1 211 1.456 1.268 .955 .767 1.567 1.379 2.248 2.06 2.779 2.59 2.097 1.909 1.964 1.775 2.34 2.151 2.382 2.194 2,006 1.818 1.968 1.779 2.649 2.46 3.179 2.991 2.498 2 -309 2.364 2.176 2.74 2.551 2.782 2.594 2.407 2,218 1.567 1.379 2.248 Z,D6 2.779 2.59 2.097 1.909 v .005 .005 .002 .002 .01 .01 .002 .002 .015 .018 .002 .002 .02 .014 .003 .003 .004 .004 .01 -.01 .016 -.016 -.01 -.01 .003 -.022 .01 -.01 .023 .002 011 -.011 .004 .004 -.009 -.009 .015 .015 .009 .009 .004 .021 .009 009 .023 .003 .01 .01 .004 .004 .01 .01 .016 .016 .01 .01 z Shearfkl -.011 -.011 .033 .033 .069 .069 .047 -.047 .031 .031 .055 -.022 -.049 -.049 .025 -.058 -.046 -.046 -.063 .063 -.089 -.089 .073 .073 -.061 -.061 .079 -.054 -.075 -.075 -.056 .082 -.059 -.059 .076 .076 -.102 -.102 -.086 .086 -.074 -.074 -.092 -.067 -.088 .088 .069 .095 .046 .046 .063 063 -.089 -.089 -.073 .073 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... .058 .082 .095 -.318 .169 .691 .132 .454 .099 .283 .101 379 127 .49 .126 394 119 .458 146 635 .202 -.915 .174 .737 .15 .609 151 .681 .171 .764 17 692 .141 .599 168 .776 .224 1.056 .196 .879 .172 .75 .173 822 .193 -.905 192 833 .119 .458 146 635 .202 .915 .174 .737 .029 .094 .039 .012 .049 .072 .039 01 .054 .036 .033 013 .024 .014 .046 009 .008 .047 .016 .109 .024 .172 016 .11 -.027 .091 011 109 .005 .129 021 111 0 .049 007 .11 .014 .173 .007 .112 .018 .092 .002 11 .004 .13 012 112 .008 .047 .016 109 .024 .172 -.016 .11 RISA -3D Version 8 0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 25 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1141 1145 1146 1150 1151 1155 1156 1160 1161 1165 1166 1170 1171 1175 1176 1180 1181 1185 1186 1190 1191 1195 1196 1200 1201 1205 1206 1210 1211 1215 1216 1220 1221 1225 1226 1230 1231 1235 1236 1240 1241 1245 1246 1250 1251 11255 11256 1260 1261 11265 11266 1270 1271 1275 1276 1280 LC 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Member Label M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M9 M9 M9 M9 M9 M9 M9 M9 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 0 5 0 1 5 1 5 1 5 1 5 I 1 1 5 1 5 1 1 5 M9 1 5 M9 1 5 M9 1 5 M9 1 5 M9 1 5 M9 1 5 M9 1 5 M9 1 I 5 Axialfkl 1.964 1.775 2.34 2.151 2.382 2.194 2.006 1.818 -.101 -.214 .807 .694 1.514 1.401 .606 493 .428 .315 .929 .816 .985 .872 .484 .371 003 _003 0 0 005 .005 0 0 -.003 -.003 -.006 -.006 .003 -.003 .999 .999 -.006 -.006 -.999 .999 .005 005 .729 .75 009 009 -.729 -.75 .009 .009 v Shearfkl .003 -.022 .01 .01 -.023 .002 .011 .011 .006 .006 .001 .001 -.009 .009 -.001 .001 .016 .017 0 0 -.019 .015 .002 .002 .044 .573 .328 3.289 .044 .573 .087 -1.28 .044 .573 _257 2.61 .289 -3.14 .257 -2.61 .024 .593 .044 .573 .064 .553 .044 .572 .039 .578 .044 .573 .049 .568 .044 -.573 z Shearfkl .061 .061 .079 .054 .075 .075 .056 .082 .005 .005 .017 .017 .053 .053 .031 .031 -.015 .015 .039 .006 .033 .033 .009 .042 -.002 .002 .017 .017 -.002 .002 -.006 .006 .002 -.002 .013 .013 -.016 .016 .013 -.013 .006 .006 .009 .0D9 .01 .01 .004 .004 0 0 .018 .003 .005 -.005 .013 .008 Torauefk -ftl v -v Momentfk...z -z Momentfk.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 .003 0 0 .004 .004 0 0 .001 .001 0 0 .002 .002 0 0 .15 I .027 .609 .091 .151 .011 .681 .109 .171 .005 -.764 .179 .17 .021 -.692 .111 .013 .013 .073 .09 .049 .023 _164 -.007 .123 -.034 .536 .077 .087 .024 -.3 _006 .054 .039 -.128 .032 .055 .017 .225 I .008 .082 .009 -.335 .019 .08 I -.03 .239 I .005 .009 .011 -.007 1.476 .066 .152 .065 7.686 .009 .011 .007 1.476 .026 .009 -.024 3.211 .009 .011 -.007 1.476 _052 .111 -.051 6.134 .064 .113 -.063 7.435 .052 .111 .051 6.134 -.02 .094 .027 1.55 .033 .012 .034 1.479 .039 .072 .042 1.402 -.014 .01 .Q2 1.473 -.006 .036 -.002 1.49 .046 1 -.013 0175 .025 .014 .012 1 1.462 .027 1 -.009 .004 1 1.477 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 26 t a t 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1281 1285 1286 1290 1291 1295 1296 1300 1301 1305 1306 1310 1311 1315 1316 1320 1321 1325 1326 1330 1331 1335 1336 1340 1341 1345 1346 1350 1351 1355 11 1356 360 1361 1365 1366 1370 1371 1375 1376 1380 1381 1385 1386 1390 1391 1395 1396 1400 1401 1405 1406 1410 1411 1415 1416 1420 LC 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 I 43 I 44 Member Label M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M 9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 Sec 1 I 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 Axialfkl .747 .747 .007 -.007 -.752 -.752 .001 .001 .544 .56 -.009 -.009 -.549 -.565 .004 .004 .743 .743 -.01 -.01 .756 .756 .002 -.002 .541 .556 -.013 .013 -.553 -.569 0 0 .747 .747 -.007 -.007 -.752 -.752 001 .001 .544 .56 -.009 -.009 -.549 -.565 004 004 .999 .999 -.005 -.005 -.999 -.999 .005 .005 v Shearfkl .242 2.625 .257 2.61 .272 -2.594 .257 2.609 .253 -2.614 .257 -2.61 .261 2.606 .257 2.61 .274 -3.156 .289 3.141 .304 -3.125 .289 -3.14 .285 -3.144 .289 -3.14 .293 -3.136 .289 -3.14 .242 -2.625 .257 -2.61 .272 -2.594 .257 -2.609 .253 -2.614 .257 -2.61 .261 -2.606 .257 -2.61 .006 -.364 .026 -.344 .047 -.323 .027 .343 z Shearfkl .007 -.007 .018 .018 .019 .019 .008 .008 .011 .011 -.025 -.009 -.015 -.015 .002 .017 .01 .01 .021 .021 .023 .023 .011 .011 .014 .014 .028 .012 .018 .018 _005 .02 .007 .007 .018 .018 .019 .019 .008 .008 .011 .011 .025 .009 .015 .015 .002 .017 .007 .007 .008 -.008 .01 -.01 .005 _005 Torauefk -ftl v -v Momentfk...z -z Momentfk... .003 .003 0 0 .002 .002 0 0 .001 .001 0 0 .001 .001 0 0 .003 .003 0 0 .002 .002 0 0 .001 .001 0 0 .001 .001 0 0 003 .003 0 0 .002 .002 0 0 .001 .001 0 0 001 .001 0 0 .003 .003 0 0 .004 -.004 0 0 .029 .025 .07 -.071 .074 -.077 .034 .03 .04 .047 .079 .053 .063 .054 .024 048 .042 .037 .082 .083 .086 -.089 .046 .043 .052 .059 .091 .066 .076 .067 037 .061 .029 .025 .07 .071 .074 .077 034 .03 .04 .047 .079 053 063 .054 .024 048 .024 .03 .03 032 .035 .039 .018 .023 .049 6.189 .111 6.136 .174 6.078 .112 6.131 .092 6.144 .11 6.133 .13 6.123 .112 6.134 .05 7.49 .112 7.437 .175 7.379 .113 7.433 .094 7.446 .111 7.434 .131 7.424 .114 7.436 .049 6.189 .111 6.136 .174 6.078 .112 6.131 .092 6.144 .11 6.133 .13 6.123 .112 6.14 .09 .96 .007 .888 .077 .811 .006 .883 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 27 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1421 1425 1426 1430 1431 1435 1436 1440 1441 1445 1446 1450 1451 1455 1456 1460 1461 1465 1466 1470 1471 1475 1476 1480 1481 1485 1486 1490 1491 1495 1496 1500 1501 1505 1506 1510 1511 1515 1516 1520 1521 1525 1526 1530 1531 1535 1536 1540 1541 1545 1546 1550 1551 1555 1556 1560 LC 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Member Label M9 M9 M9 M9 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 Sec 1 I 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .729 .75 .009 -.009 .729 .75 .009 .009 3.083 2.895 13.284 13.096 3.083 2.895 6.029 5.841 3.083 2.895 10.734 10.546 12.943 12.755 10.734 10.546 5.015 4.826 3.167 2.979 1.152 .964 2.999 2.811 4.722 4.533 3.243 3.055 1.445 1.256 2.923 2.735 12.182 11.994 10.797 10.609 9.286 9.097 10.671 10.483 11.963 11.774 10.854 10.666 9.505 9.317 10.614 10.426 v Shearfkl .021 -.349 .026 .344 .031 .339 .026 .344 .029 .029 .122 .122 .029 .029 .06 .06 -.029 .029 .099 .099 .122 .122 .099 .099 .023 .023 -.029 -.029 .036 -.036 _029 .029 .01 -.043 -.029 -.029 .049 -.015 -.029 .029 -.094 -.094 -.099 -.099 .103 -.103 .098 -.098 -.084 -.109 -.098 -.098 -.113 -.088 .099 .099 z Shearfkl .001 .001 .017 .004 .004 .004 .014 .007 .037 .037 .082 .082 .037 .037 .054 .054 .037 .037 .071 .071 .084 .084 .071 .071 .046 .046 .03 .03 .027 .027 .043 .043 .046 .046 .054 .02 .028 .028 .019 .053 .078 .078 .066 .066 .064 .064 .076 .076 .077 .077 .084 .059 -.064 .064 .058 -.083 Torauefk ftl .001 .001 0 0 -.002 -.002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v v Momentfk...z z Momentfk.. .01 .032 0 .9 .042 .008 .008 .884 .021 .019 .009 .871 .031 .005 .001 .887 .115 0 .346 .367 .205 0 .823 1.52 .115 0 .346 .367 .149 0 .532 .752 .115 0 .346 .367 .183 0 .704 1.232 .208 0 .843 1.521 .183 0 .704 1.232 .132 0 .447 ?R7 .097 0 .2R2 .368 .097 0 .245 .446 .132 0 .41 .366 .131 .001 .439 .33 .11 0 .356 .365 .099 0 .253 .404 .119 0 .336 .368 .196 0 .779 1.172 .169 0 -.656 1.733 .17 0 .628 1 791 .196 0 .752 1. .195 -.001 .774 1.704 .18 0 .712 1,231 .171 0 .634 1.259 .186 0 .696. 1.233 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 28 1 r t 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1561 1565 1566 1570 1571 1575 1576 1580 1581 1585 1586 1590 1591 1595 1596 1600 1601 1605 1606 1610 1611 1615 1616 1620 1621 1625 1626 1630 1631 1635 1636 1640 1641 1645 1651 01 1651 1655 1656 1660 1661 1665 1666 1670 1671 1675 1676 1680 1681 1685 1686 1690 1691 11695 11696 11700 LC 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 46 47 48 1 2 3 4 Member Label M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 1110 M10 M10 M10 M10 M10 M10 M8 M8 M8 M8 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Torauefk -ftl v -v Momentfk...z -z Momentfk... Axialfkl v Shearfkl z Shearfkl 14.392 .117 -.091 0 .221 0 14.203 .117 -.091 0 .919 1.461 13.006 .122 .079 0 .195 0 12.818 .122 .079 0 .796 1.522 11.495 .126 -.077 0 .195 0 11.307 -.126 -.077 0 .768 1.581 12.88 -.122 -.089 0 .222 0 12.692 -.122 .089 0 .891 1.52 14.172 -.107 -.091 0 .22 .001 13.984 -.132 -.091 0 .913 1.493 13.063 .122 .097 0 .205 0 12.875 .122 .072 0 .851 1.52 11.715 .137 .078 0 .196 0 11.526 .111 .078 0 .773 1.549 12.823 .122 .071 0 .212 0 12.635 .122 .096 0 _836 1.522 12.182 .094 .078 0 .196 0 11.994 .094 .078 0 .779 1.172 10.797 -.099 .066 0 .169 0 10.609 -.099 -.066 0 .656 1.233 9.286 -.103 .064 0 .17 0 9.097 -.103 -.064 0 .628 1.291 10.671 .098 -.076 0 .196 0 10.483 -.098 .076 0 -.752 1.231 11.963 -.084 -.077 0 .195 -.001 11.774 -.109 -.077 0 .774 1.204 10.854 .098 .084 0 .18 0 10.666 .098 .059 0 .712 1.231 9.505 -.113 -.064 0 .171 0 9.317 -.088 .064 0 .634 1.259 10.614 .099 .058 0 .186 0 10.426 .099 .083 0 .696 1.233 3.781 .011 .032 0 .086 0 3.668 -.011 .032 0 .308 .14 1.934 .018 .016 0 .051 0 1.821 .018 .016 0 .144 .221 .081 .024 .013 0 .052 0 .194 .024 .013 0 .107 .3 1.766 .018 .029 0 .087 0 1.653 .018 .029 0 .271 .219 3.488 .002 .031 0 .085 -.001 3.375 .032 .031 0 -.301 .183 2.01 .017 .039 0 .065 0 1.897 .017 .006 0 .218 .219 .211 .037 .013 0 .053 0 .098 .004 .013 0 .114 .257 1.69 .018 .005 0 .073 0 1.577 .018 .038 0 .197 222 .045 1.097 .001 0 .008 .744 .045 1.004 .001 0 .003 .403 .115 3.115 .009 0 .046 2.387 .115 2.835 _009 0 .035 .045 1.097 .001 0 .008 744 .045 1.004 .001 0 .003 .403 .07 1.842 .004 0 .02 I 1.331 .07 1.685 .004 0 .012 1 .707 RISA -3D Version 8.0.3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 29 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 1701 5 1705 1706 6 1710 1711 7 1715 1716 8 1720 1721 9 1725 1726 10 1730 1731 11 1735 1736 12 1740 1741 13 1745 1746 14 1750 1751 15 1755 1756 16 1760 1761 17 1765 1766 18 1770 1771 19 1775 1776 20 1780 1781 21 1785 11786 22 1790 1791 23 1795 1796 24 1800 1801 25 1805 1806 26 1810 1811 27 11815 1816 28 1820 11821 29 11825 118261 30 18301 18311 31 118351 118361 32 118401 Member Label Sec Axialrkl M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 .045 .045 .097 .097 .116 .116 .097 .097 .048 .048 .044 .044 .041 .041 .046 .046 .052 .052 -.031 -.055 .037 .037 .12 .144 .1 .1 096 .096 .095 .095 098 .098 .103 .103 .04 023 .092 .092 .154 .172 .119 119 .115 .115 .114 .114 .117 .117 .122 .122 .059 042 .111 .111 .173 .191 v z Shearrkl 1.097 I .001 -1.004 I .001 2.611 I .007 -2.377 .007 3.17 .009 -2.888 .009 2.611 .007 -2.377 .007 1.397 .004 -1.308 .004 1.198 .006 .194 006 .797 .006 .7 _006 .995 .004 1.814 .004 1.37 .014 1.782 .009 1.311 .013 1.042 .013 .823 .017 .726 .007 .883 .011 .966 .011 2.836 .003 2.605 .003 2.687 .011 1.77 .011 2.386 .011 2.15 .011 2.535 .003 -2.985 .003 2.816 .005 -2.586 .013 2.771 .016 -2.406 _016 2.406 .019 -2.169 .001 2.45 -.002 -2.349 -.002 3.395 .005 -3.116 .005 3.246 .012 -228 .012 2 945 .013 2.66 .013 3.094 .005 -3.496 .005 3.375 .003 -3.096 .015 3.33 .018 2.917 .018 2.965 .021 2.68 .003 3.009 0 -2.86 0 Toraue[k ft] y v Momentrk...z z Momentrk.. O -.008 .744 0 .003 .403 O -.037 I 1.976 O .025 I 1.02 0 -.046 2.417 O .032 1.248 O -.037 1.976 O _025 1 02 0 .013 .877 0 -.021 .553 0 -.027 .663 O .025 .161 O -.028 .61 0 .026 .252 0 .012 .825 O -.02 .644 O .025 .861 0 .002 .538 O .061 .745 O .054 .484 O .041 .626 0 .004 .287 0 .045 .743 O .049 .321 O .021 2.076 0 .007 1.132 O .051 1.915 O .042 .838 O -.052 1.876 0 .043 .907 0 .022 2.037 0 .008 1.201 O -.012 2.064 O .024 1.1 ?2 0 076 1977 O 064 1.081 O .061 1.888 O .026 .918 O .003 1.975 O -.014 .958 O -.03 9517 O .014 1.361 O -.06 2.356 O _049 1.067 0 .061 2.317 0 .049 1.135 O -.031 2.478 O .015 1.429 0 .021 2.505 0 .031 1.35 O .085 2.417 O .07 1.309 O .07 2.329 0 .032 1.146 O .006 2.416 O .007 1.187 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 30 1 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1841 1845 1846 1850 1851 1855 1856 1860 1861 1865 1866 1870 1871 1875 1876 1880 1881 1885 1886 1890 1891 1895 1896 1900 1901 1905 1906 1910 1911 1915 1916 1920 1921 1925 1926 1930 1931 1935 1936 1940 1941 1945 1946 .1.950 1951 1955 1956 1960 1961 1965 1966 1970 1971 1975 1976 1980 LC 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 Member Label M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl .1 .1 .096 .096 .095 .095 .098 .098 .103 .103 .04 .023 .092 .092 .154 _172 .03 .03 .026 .026 .023 .023 .028 .028 .034 .034 .049 .072 .02 .02 .102 .126 0 0 .005 -.005 0 0 -.002 -.002 0 0 -.004 .004 .005 .005 .004 .004 0 0 .003 .003 .003 .003 0 0 v Shearfkl 2.836 -2.605 2.687 1.77 2.386 -2.15 2.535 2.985 2.816 2.586 2.771 -2.406 2.406 -2.169 2.45 2.349 .958 -.906 .759 .208 .358 -.299 .557 1.413 .931 .88 .872 .64 .384 .325 .444 .564 .237 .169 1.009 .941 .237 .169 .422 .354 .237 .169 .816 .748 .955 .887 .816 .748 .238 .17 .236 .168 .235 .168 .238 .17 z Shearfkl .003 .003 .011 .011 .011 .011 .003 .003 .005 .013 .016 .016 .019 .001 .002 .002 .004 .004 .006 .006 .006 .006 .004 .004 .015 .009 .013 .013 .016 .007 .011 .011 .003 .003 _009 .009 .003 .003 .005 .005 .003 .003 .008 .008 .009 .009 .008 .008 .004 .004 .002 .002 .002 .002 .004 .004 Torauefk -ftl v -v Momentfk...z -z Momentfk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .007 .007 008 .008 .007 .007 .009 .009 .007 .007 .008 008 .009 .009 .008 008 .01 .01 .001 OQ1 .003 .003 .012 .012 .021 .007 -.051 .042 .052 .043 .022 .008 .012 .024 .076 064 -.061 .026 .003 014 .016 .022 .024 024 .025 .025 .015 .021 .028 0 .057 .053 .037 .002 .048 .05 .009 .004 021 .02 .009 .004 .014 .009 .009 .004 .018 .016 .022 .02 .018 .016 .018 .002 0 01 0 .01 .018 .001 2.076 1.132 1.915 .838 1.876 .907 2.037 1.201 2.064 1.122 1.977 1.081 1.888 .918 1.975 .958 .58 .392 .365 0 .313 .091 .527 .483 .564 .377 .447 .323 .329 .106 .445 .16 .914 .001 4.391 .005 .914 .001 1.75 .003 .914 .001 3.522 .004 4.149 .005 3.522 .004 .921 .001 .91 001 .908 .001 .918 .001 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 31 1981 1985 1986 1990 1991 1995 1996 2000 2001 12005 2006 2010 2011 12015 12016 2020 2021 2025 2026 2030 2031 2035 2036 2040 2041 2045 2046 2050 2051 2055 2056 2060 2061 2065 2066 2070 2071 12075 12076 2080 2081 12085 12086 2090 2091 12095 2096 2100 2101 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 2105 12106 2110 2111 12115 12116 12120 LC 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Member Label M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1. 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialrk] .071 .009 .013 .013 .02 .007 .011 .011 -.003 .003 .005 .005 .005 .005 .003 .003 -.019 .01 -.013 .013 .012 .002 .005 .005 .003 .003 006 .006 .006 .006 004 .004 .02 .011 .014 .014 .011 .002 .004 .004 .003 .003 -.005 .005 .005 .005 .003 003 -.019 .01 013 -_013 .012 .002 .005 .005 v Shearfk] z Shearfk] .238 1 -.004 .17 I -.004 .237 I .034 .17 I .022 ?35_ .002 .168 .002 .236 on_ .168 .016 .817 .008 .749 .008 .815 .007 .747 .007 .815 .007 .747 .007 .816 .008 .748 .008 .817 .008 .749 .008 .816 .031 .748 .022 .815 .007 .747 -.007 .815 .016 .747 .007 .956 -.01 .888 -.01 .954 .009 .886 -.009 .954 .009 .886 .009 .955 .01 .888 .01 .956 .01 .888 .01 .955 .033 .887 .024 .954 .009 .886 .009 .954 .014 .886 .005 .817 .008 .749 .008 .815 .007 .747 .0Q7 .815 .007 .747 .007 .816 .008 .748 .008 .817 .008 .749 -.008 .816 -.031 .748 .072 .815 .007 .747 .007 .815 .016 .747 .007 Torque[k -ft] .01 .01 .007 .007 .004 .004 .007 .007 .01 .01 .004 .004 .005 .005 .012 .012. .01 .01 .008 .008 .005 .005 .007 .007 .012 .012 .005 .005 .006 .006 .013 .013 .011 .011 .009 .009 .007 .007 .009 .009 .01 .01 .004 004 .005 .005 .012 .012 .01 .01 .008 _008 .005 .005 .007 .007 y v Momentfk.. .012 -.005 .07 -.056 .006 -.003 -.052 047 .025 -.012 .012 021 .012 .021 .025 .012 .02 -.017 .064 .055 .016 -.016 -.027 .022 .028 -.016 .015 -.025 .015 .025 _028 .016 .024 .021 .067 .059 .019 .019 .024 .019 .025 .012 .012 -.021 .012 -.021 .025 -.012 .02 .017 .064 055 .016 .016 .027 .022 z z Momentfk... .92 7 .001 .917 .001 .908 .001 .911 .001 3.527 .004 3.519 .004 3.517 .004 3.525 .004 3.527 .004 3.524 .004 3.517 .004 3.52 .004 4.154 .005 4.146 .005 4.144 .005 4.152 005 4.154 .005 4.151 .005 4.144 .005 4.147 _005 3.527 .004 3.519 .004 3.517 .004 3.525 .004 3.527 .004 3.524 .004 3.517 .004 3.52 .004 RISA -3D Version 8.0 3 [T N. N. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 32 1 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 2121 2125 2126 2130 2131 2135 2136 2140 2141 2145 2146 2150 2151 2155 2156 2160 2161 2165 2166 2170 2171 2175 2176 2180 2181 2185 2186 2190 2191 2195 2196 2200 2201 2205 2206 2210 2211 2215 2216 2220 2221 2225 2226 2230 2231 2235 2236 2240 2241 2245 2246 2250 2251 2255 2256 2260 LC 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M9A M9A M9A M9A M9A M9A M9A M9A M10A M1 OA M1 OA M1 OA M10A M1 OA M10A M10A M10A M1 OA M10A M10A M10A M10A MICA M10A M10A M10A MICA M1 0A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I 5 I 1 I 5 1 5 1 1 I 5 1 5 I 1 I 5 I 1 I 51 1 I I 5 I Axialfkl .001 .001 .002 .002 .002 .002 .001 .001 .021 .009 .013 .013 .02 .008 .011 .011 .004 .004 016 .016 .004 .004 .008 .008 .004 .004 .013 .013 .016 .016 013 .013 0 0 007 .007 .007 .007 0 0 -.038 .025 .017 .017 .045 .033 .01 01 .01 .01 .016 .016 .016 .016 .011 .011 v Shearfkl .144 .103 .141 .1 .141 .1 .143 _102 .143 .103 .143 _102 .141 .1 .141 .101 .494 .336 2.459 1.626 .494 .336 1.073 .69 .494 .336 1.968 1.304 2.402 1.569 1.968 1.304 .489 .332 .497 .339 .498 .34 .49 _333 .49 .332 .492 .334 .498 .34 .496 .338 1.964 1.3 1.97 1.306 1.971 1.307 1.965 1.301 z Shearfkl -.002 .002 .001 .001 -.001 -.001 -.002 -.002 -.003 -.003 .033 -.021 0 0 .029 .017 .003 .003 .008 .008 .003 .003 .004 .004 .003 .003 .006 .006 .008 .008 .006 .006 .003 .003 .002 .002 .002 .002 .003 .003 .007 .007 .024 .012 .002 -.002 .029 .017 .007 .007 .006 .006 .006 .006 .007 .007 Torauefk ftl v v Momentfk...z z Momentfk... .008 I .014 .008 II .004 .001 I .003 .001 -.008 0 .003 0 .009 .01 .014 01 .003 .007 .008 .007 .004 .004 .067 .004 .054 0 .003 0 .002 .004 .055 004 .049 -.012 .009 -.012 .003 .029 .03 .029 .005 -.012 .009 -.012 .003 .02 .016 .02 .003 .012 .009 -.012 .003 025 .025 .025 .004 -.031 .03 .031 .005 025 .025 025 .004 .016 .008 .016 .006 009 009 .009 0 .009 .01 .009 0 .015 .008 .015 .006 .015 -.019 .015 .013 .013 .043 013 .04 009 .002 .009 .008 .011 .06 011 045 -.027 .024 -.027 .007 .023 .025 -.023 .002 -.022 .025 -.022 .002 -.027 -.024 .027 .007 .555 0 .545 0 .542 0 .553 0 .555 0 .552 0 .542 0 .546 0 1.878 .011 9.186 .004 1.878 .011 3.98 .013 1.878 .011 7.359 0 8.936 0 7 359 0 1.865 .018 1.888 .005 1.892 .004 1.869 .017 1.866 .018 1.873 .014 1.891 .005 1.884 009 7.35 .005 7.367 .005 7.369 -.006 7.352 .004 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 33 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 2261 2265 12266 2270 2271 2275 2276 2280 2281 2285 2286 2290 2291 2295 2296 2300 2301 2305 2306 2310 2311 2315 2316 2320 2321 2325 2326 2330 2331 2335 2336 2340 2341 2345 2346 2350 2351 2355 2356 2360 2361 2365 2366 2370 2371 2375 2376 2380 2381 2385 2386 2390 12391 12395 2396 2400 LC Member Label Sec Axialfkl 21 M10A I 1 I .018 I 5 I .009 22 M10A I 1 .023 I 5 .023 23 M10A I 1 I .044 5 I .035 24 M10A 1 I .003 5 I 003 25 M10A 1 .013 5 .013 26 M10A 1 .019 5 .019 27 M10A 1 .019 5 .019 28 M10A 1 .014 5 .014 29 M10A 1 -.015 5 -.006 30 M10A 1 .026 5 .026 31 M10A 1 .047 5 .038 32 M10A 1 .006 5 .006 33 M10A 1 .01 5 .01 34 M10A 1 .016 5 .016 35 M10A 1 .016 5 .016 36 M10A 1 011 5 .011 37 M10A 1 -.018 5 .009 38 M10A 1 .023 5 .023 39 M10A 1 .044 5 .035 40 M10A 1 .003 5 .003 41 M10A 1 -.001 5 -.001 42 M10A 1 .006 5 I .006 43 M10A 1 I .006 5 .006 44 M10A 1 -.001 5 1 -.001 45 M10A 1 .039 5 .027 46 M10A 1 .016 5 .016 47 M10A 1 .044 5 .032 48 M1 OA 1 -.011 I 5 .011 1 1 v Shearfki 1.964 1.3 1.966 1.302 1.971 1.307 1.969 1.305 2.399 1.566 2.405 1.572 2.405 1.572 2.399 1.567 2.399 1.566 2.401 1.568 2.405 1.572 2.403 1.571 1.964 1.3 1.97 1.306 1.971 1.307 1.965 1.301 1.964 1.3 1.966 1.302 1.971 1.307 1.969 1.305 .292 _197 .3 _205 .301 .206 .293 .198 .292 .197 .294 .2 .301 .206 298 .203 z Shearfkl .01 .01 .014 .005 .003 .003 .027 .017 .008 .008 .007 .007 .007 .007 .008 .008 .011 .011 .012 .003 .004 .004 .028 .019 .007 .007 .006 .006 .006 .006 007 .007 .01 .01 .014 .005 .003 .003 .027 .017 .002 .002 0 0 .001 .001 .002 .002 .006 .006 .025 .013 -.003 .003 .028 .016 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameS Torque[k ft] v v Momentfk...z z Momentfk... -.027 .077 -.026 .026 .022 .022 .024 .024 .034 .034 .029 .029 .029 .029 .033 .033 .034 .034 .032 .032 -.029 .0 ?9_ .03 .03 -.027 -.027 -.023 .023 .022 .022 027 .027 .027 .027 .026 .026 .022 .022 .024 024 011 .011 .004 004 .004 .004 .01 .01 .011 .011 .009 .009 .004 .004 .006 006 -.032 .012 .014 -.027 .017 .003 -.063 036 .079 .008 .03 .003 -.031 .003 .029 .008 .038 .013 .009 .026 -.022 .003 .068 .037 .024 .007 -.025 .002 -.025 .002 024 007 -.032 .012 .014 .027 .017 .003 .063 036 -.004 .005 .006 002 .006 .002 .005 .005 .016 .012 .046 .041 .005 .009 057 .044 7.35 .004 7.355 .001 7.369 .006 7.364 .003 8.926 .006 8.943 .003 8.946 .004 8.929 .005 8.926 .006 8.932 .003 8.945 .004 8.94 .001 7.35 .005 7.367 .005 7.369 -.006 7.352 .004 7.35 .004 7 355 .001 7.369 .006 7.364 .003 1.114 .014 1.137 0 1.14 0 1.117 .013 1.114 .013 1.121 .009 1.14 0 1.133 .004 abOpt(v01).r3d] Page 34 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) LC 2401 1 2405 2406 2 2410 2411 3 2415 2416 4 2420 2421 5 2425 2426 6 2430 2431 7 2435 2436 8 2440 2441 9 2445 2446 10 2450 2451 11 2455 2456 12 2460 2461 13 2465 2466 14 2470 2471 15 2475 16 2481 01, 124811 17 1 2 24 48 8 65 1 18 2491 01 2491 19 2495 2496 20 2500 2501 2505 2506 22 2510 2511 23 2515 2516 24 2520 2521 25 12525 12526 26 25301 25311 27 12535 12536 12540 28 1 1 Member Label M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 Sec Axialfkl 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 -.003 -.003 .009 -.009 -.003 -.003 -.005 005 .003 .003 -.008 008 -.009 -.009 -.008 008 .004 .004 -.002 -.002 -.002 -.002 .004 .004 .004 .004 002 -.022 -.002 -.002 -.008 .016 -.008 .008 007 .007 .007 -.007 008 -.008 -.008 .008 .004 022 .007 .007 .011 007 .01 .01 -.009 -.009 -.009 .009 .01 .01 v Shearfkl .225 -.169 1.204 .941 .225 .169 .478 -.354 .225 -.169 .959 .748 1.148 .887 .959 -.748 .224 -.17 .226 .168 .227 .168 .225 .17 .224 -.17 .225 .17 .227 -.168 .226 .168 .958 .749 .96 .747 .96 -.747 .958 .748 .958 -.749 .959 .748 .96 .747 .96 747 1.147 .888 1.149 .886 1.149 -.886 1.148 .888 z Shearfkl 0 0 .005 .005 0 0 .002 002 0 0 .004 004 .005 .005 .004 _004 0 0 .003 .003 .003 .003 0 0 .014 .009 013 .013 .016 .007 .011_ .011 .003 .003 005 .005 .005 .005 .003 .003 .008 .01 .013 .013 .015 .002 .005 005 .003 .003 .006 _0Q6 .006 .006 .004 .004 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk ftl v v Momentrk.. .001 .001 .005 .005 .001 .001 .003 .003 .001 .001 .004 .004 .005 .005 .004 _004 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .0.01 .001 .004 .004 _004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 .004 004 .005 .005 .005 .005 .005 .005 .005 .005 Sept 8, 2010 8:25 AM Checked By -.004 .004 .021 .02 .004 .004 -.009 .009 -.004 .004 .017 .016 .021 .02 .017 016 .005 .002 .012 .01 .012 .01 .004 -.001 .028 .005 .057 .056 .036 .003 .049 .047 .011 .012 023 .021 .023 .021 .011 .012 .007 .017 .057 055 .041 .016 .023 022 .015 .016 -.027 .025 .027 .025 .015 .016 z z Momentfk... .24 -.007 1.142 .008 .24 .007 .53 .009 .24 .007 .917 .008 1.134 .009 .917 .008 .224 .01 .253 .001 .256 -.003 .227 .012 .225 -.01 .234 .007 .255 .004 .246 .007 .905 .01 .927 .004 .929 .005 .907 -.012 .905 .01 .912 _008 .928 .005 .921 .007 1.122 .012 1.144 .005 1.146 .006 1.124 .013 abOpt(v01) r3d] Page 35 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) LC 25411 29 25451 2546 30 2550 2551 31 2555 2556 32 2560 2561 33 2565 2566 34 2570 2571 35 2575 2576 36 2580 12581 37 2585 2586 38 12590 12591 39 12595 2596 40 2600 2601 41 2605 2606 42 2610 2611 43 2615 2616 44 2620 2621 45 2625 2626 46 2630 2631 47 2635 2636 48 2640 2641 1 2645 2646 2 2650 2651 3 2655 2656 4 2660 2661 5 2665 2666 6 2670 2671 7 2675 2676 8 2680 Member Label M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M13 M13 M13 M13 M13 M13 M13 M13 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 1 5 1 5 1 5 1 5 Axialfk] -.01 -.01 .006 .024 .009 -.009 -.013 .005 .008 .008 .007 .007 .007 .007 .008 .008 .008 -.008 .004 .022 .007 .007 .011 .007 .002 -.002 -.001 .001 .001 .001 .002 .002 .003 .003 .003 -.021 0 0 .006 .017 0 0 .002 .002 0 0 0 0 0 0 .001 .001 .002 .002 .001 .001 v Shear f 1.147 .888 1.148 .887 1.149 .886 1.149 .886 .958 -.749 .96 .747 .96 .747 .958 .748 .958 .749 .959 .748 .96 .747 .96 .747 .134 .103 .136 .1 .137 -.1 .134 .102 .134 .103 .135 -.102 .137 .1 .136 .101 .138 .092 .501 456 .138 .092 .261 .215 .138 .092 .41 .365 .502 .457 .41 .365 z Shearfk k -ft v -v Momentfk...z -z Momentfk_.. -.007 011 .014 .014 .016 .002 .004 004 .003 .003 .005 005 .005 .005 .003 003 .008 .01 .013 .013 015 -.002 -.005 .005 .001 .001 002 .002 .002 .002 -.001 .001 015 009 .013 013 .016 .008 .011 011 003 .003 .011 .011 .003 .003 .006 .006 .003 .003 .009 009 .011 .011 .009 .009 .005 .005 005 .005 .005 .005 .005 005 .004 .004 .004 .004 .004 .004 .004 004 .004 .004 .004 .004 .004 .004 .004 .004 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .049 .049 .176 .176 .049 .049 .092 .092 .049 .049 .144 144 .177 .177 .144 144 Sept 8, 2010 8:25 AM Checked By .003 .021 .061 .059 .045 .019 .019 .019 .011 .012 .023 .021 .023 .021 .011 012 .007 .017 .057 .055 .041 .016 .023 .022 .006 .004 .01 .008 -.011 .009 006 .003 .029 .004 -055 .054 -.034 .002 .05 .049 .009 0 -.033 001 -.009 0 .017 0 .009 0 .027 0 .033 0 -.027 0. 1.123 .011 1.13 .009 1.146 .007 1.139 -.009 .905 .01 .927 .004 .929 .005 .907 -012 .905 .01 .912 .008 .928 .005 .921 .007 .128 .008 -157 .001 .16 0 -131 .01 .129 .007 -138 .004 .159 0 .15 .004 .357 .012 1.463 -028 .357 .012 .734 .02 .357 .012 1.186 .024 1.469 .03 1.186 .024 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 36 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 2681 2685 2686 2690 2691 2695 2696 2700 2701 2705 2706 2710 2711 2715 2716 2720 2721 2725 2726 2730 2731 2735 2736 2740 2741 2745 2746 2750 2751 12755 12760 2761 2765 2766 2770 2771 2775 2776 2780 2781 2785 2786 2790 2791 2795 2796 2800 2801 2805 2806 810 2811 12815 12816 12820 LC 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Member Label M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 Sec Axialfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 0 0 0 0 0 0 0 0 -.003 .003 .018 -.01 .004 .004 .019 .011 .001 .001 .001 .001 .001 .001 :001 .001 .002 .002 .012 .006 .004 .004 .015 .009 .002 .002 001 .001 .001 .001 .002 .002 .001 .001 .012 .006 .004 .004 .015 009 .001 .001 .001 .0Q1 .001 .001 .001 .001 v Shearfkl .141 .096 .135 .09 .135 .089 .14 _095 .141 .095 .139 .094 .135 .09 .137 .091 .412 .367 .408 .363 .408 .363 .412 .367 .412 .367 .411 .366 .408 .363 .409 .364 .505 .459 .5 .455 .5 .455 .504 _459 .505 .459 .503 .458 .5 .455 .501 .456 .412 .367 .408 .363 .408 .363 .412 .367 z Shearfkl 0 0 .005 .005 .005 .005 .001 .001 .017 .009 .004 .004 -.012 -.003 .001 .001 .008 .008 .011 .011 .011 .011 .008 .008 .02 .014 .01 .01 -.002 .005 _008 .008 .01 .01 .013 .013 .013 .013 .01 .01 .022 .016 .013 .013 0 .007 .01 .01 .008 .008 .011 .011 .011 .011 .008 .008 Torauefk -ttl v -v Momentfk...z -z Momentfk. .055 .055 .043 .043 .042 .042 .054 .054 .055 .055 .051 .051 .042 .042 .046 046 .149 .149 .14 .14 .139 .139 .148 .148 .149 .149 .146 .146 .139 .139 142 .142 .182 .182 173 .173 .172 .172 181 .181 .182 .182 .179 .179 .172 .172 .175 175 .149 .149 .14 .14 139 .139 .148 148 .004 0 .013 0 .014 0 .004 0 -.031 .009 0 .013 .014 .009 -.017 .013 .023 0 .03 .001 .031 .001 .024 0 .044 .007 .021 .01 .01 .006 033 .009 .029 0 .036 .002 .037 .002 03 0 .05 .007 027 .01 .016 .005 -.039 008 -.023 0 .03 .0Q1 -.031 .001 .024 0 .369 .015 .347 .009 .344 .008 .367 .014 .369 .015 .362 .013 .345 .008 .352 .01 1.196 .026 1.178 .022 1.177 .021 1.194 .026 1.195 .026 1.19 .025 1.177 .021 1.183 .023 1.478 .032 1.461 .028 1.459 .027 1.477 .032 1.478 .032 1.472 .031 1.46 .027 1.465 .029 1.196 .026 1.178 .0 1.177 .021 1.194 1 .026 1 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 37 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 12821 2825 2826 2830 2831 2835 2836 2840 2841 2845 2846 2850 2851 2855 2856 2860 2861 2865 2866 2870 2871 2875 2876 2880 2881 2885 2886 2890 2891 2895 2896 2900 2901 2905 2906 2910 2911 2915 2916 2920 2921 2925 2926 2930 2931 2935 2936 2940 2941 12945 12946 950 12951 12955 2956 2960 LC 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Member Label M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 Sec Axial[k] v Shear[k] 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5_ 1 5 1 -.002 .412 -.002 -.012 -.006 .004 .004 .015 009 0 0 0 0 0 0 0 0 -.003 -.003 -.018 -.01 .004 .004 .019 .011 0 0 -.002 -.002 0 0 0 0 0 0 001 -.001 -.002 .002 .001 .001 0 0 0 0 0 0 0 .003 .003 .011 0Q2 -.004 -.004 .01 .001 .367 .411 .366 .408 .363 .409 .364 .086 .059 .08 .053 .08 .052 .085 .058 .086 .058 .084 .057 .08 .053 .081 .054 .111 .065 .422 .377 .111 .065 .213 .167 .111 .065 344 .299 .421 .376 .344 .299 .107 .062 .113 .068 .114 .068 .108 .063 .108 .062 .109 .004 .113 .068 .112 .067 z Shear[k] .02 .014 .01 .01 -.002 .005 .008 .008 0 0 .003 .003 .004 .004 0 0 .016 .008 .003 .003 .013 -.005 0 0 .003 .003 .011' .011 .003 .003 .006 .006 .003 .003 .009 .009 .011 .011 .009 .009 0 0 -.005 .005 .005 .005 .001 .001 .011 .003 .004 .004 -.017 .009 -.001 -.001 Sept 8, 2010 8:25 AM Checked By Toraue[k ft] v v Momentrk...z z Momentrk... .149 .044 1.195 1 .149 .007 .026 .146 .021 1.19 .146 .01 .025 .139 .01 1.177 .139 .006 .021 .142 .033 1.183 .142 .009 .023 .036 0 ?7 .036 0 .01 .023 -.01 .204 .023 0 .004 .022 -.01 .202 022 0 .004 .035 0 .225 .035 0 .01 .036 -.028 .226 .036 .009 .01 .032 .003 .219 .032 .013 .008 .023 .017 202 .023 -.009 .004 .027 -.013 .209 .027 -.013 .006 .013 .006 .252 .013 -.002 .012 0 .026 1.172 0 .008 .028 .013 .006 .252 .013 -.002 .012 .016 .013 .55 .016 -.004 .02 .013 .006 .252 .013 .002 .012 .004 .021 942 .004 007 024 .006 .026 1.165 .006 .008 .03 .004 .021 942 .004 -.007 .024 .019 .001 .24 .019 .002 -.015 .007 .011 763_ .007 .003 -.009 .006 .012 .265 .006 .003 -.008 .018 .002 .242 .018 .002 -.014 .019 .015 .24 .019 .006 .015 .015 .017 .247 .015 .004 -.013 .006 .028 .264 .006 .011 -.008 .01 .004 .257 .01 .008 .01 RISA -3D Version 8 0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 38 r Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 2961 2965 2966 2970 2971 2975 2976 2980 2981 2985 2986 2990 2991 2995 2996 3000 3001 3005 3006 3010 3011 3015 3016 3020 3021 3025 3026 3030 3031 3035 3036 3040 3041 3045 3046 3050 3051 3055 3056 3060 3061 3065 3066 3070 3071 3075 3076 3080 3081 3085 3086 3090 3091 3095 3096 3100 LC Member Label 17 M14 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 M14 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Torauefk -ftl v -v Momentfk...z -z Momentfk... Axialfkl v z Shearfkl -.001 .342 .008 .009 .017 .932 -.001 .297 .008 .009 .006 .026 -.001 .346 .011 0 .025 .95 -.001 .301 .011 0 .007 .022 .001 .347 .011 .001 .025 .951 .001 .301 .011 .001 .007 .021 .001 .343 .008 .008 .018 .934 .001 .297 .008 .008 .006 -.026 .002 .342 .001 .009 .005 .933 .002 .297 .005 .009 0 .026 -.009 .344 .01 .006 .029 .938 -.003 .298 .01 .006 .002 -.025 -.004 .347 .02 .001 .037 .951 -.004 .301 .014 .001 .013 -.021 006 .345 .008 .002 .013 .945 O .3 .008 .002 .011 .023 -.002 .419 .01 _012 .022 1.156 -.002 .373 .01 .012 .008 -.032 -.001 .423 .013 .002 .03 1.173 .001 .378 .013 .002 .008 I -.028 -.001 .423 .013 .001 .03 1.175 -.001 .378 .013 .001 .008 -.027 _002 .419 -.01 .011 .022 1.158 .002 .374 -.01 .011 .008 .032 .001 .419 0 .011 .01 1.156 .001 .374 .007 .011 -.002 .032 .009 .42 _013 .008 _034 1.162 .003 .375 .013 .008 .003 .031 -.004 .423 .022 .001 .042 1.174 -.004 .378 .016 .001 .014 -.027 006 .422 .01 .004 .018 1.169 O .377 .01 .004 .012 .029 001 .342 _008 .009 .017 .932 -.001 .297 .008 .009 .006 .026 001 .346 011 0 .025 _95 .001 .301 .011 0 .007 .022 .001 .347 -.011 -.001 .025 .951 .001 .301 .011 .001 .007 -.021 .001 .343 .008 .008 .018 .934 .001 .297 -.008 .008 .006 .026 .002 .342 .001 .009 .005 .933 .002 .297 .005 .009 0 .026 .009 .344 .01 .006 .029 .938 .003 .298 .01 .006 .002 .025 .004 .347 .02 .001 .037 .951 .004 .301 .014 .001 -.013 .021 .006 .345 .008 .002 .013 .945 O .3 .008 .002 .011 _023 0 .063 0 .014 -.001 .139 0 .036 0 .014 0 -.01 0 .069 .003 .002 .009 .162 O .042 003 .002 _002 .004 O .069 .004 0 .009 .164 O .042 -.004 0 .002 .004 0 .064 0 .013 0 .141 O .037 0 .013 0 .01 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 39 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3101 3105 3106 3110 3111 3115 3116 3120 3121 3125 3126 3130 3131 13135 13136 3140 3141 3145 3146 3150 3151 3155 3156 3160 3161 3165 3166 3170 3171 3175 3176 3180 3181 3185 3186 3190 3191 3195 3196 3200 3201 3205 3206 3210 3211 3215 13216 13220 13221 13225 13226 3230 3231 3235 3236 3240 LC 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Member Label M14 M14 M14 M14 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M16 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5_ 1 Axialfkl .003 .003 -.01 .002 .004 .004 .01 .002 .003 .003 .011 .011 .003 .003 .006 -.006 -.003 -.003 .009 .009 -.011 .011 -.009 -.009 0 0 005 .005 .005 .005 001 .001 009 .003 .004 -.004 .003 -.009 001 -.001 -.008 -.008 .011 .011 -.011 -.011 .008 .008 .014 .005 01 -.01 .005 .014 .008 .008 v Shearfkl .063 .036 .065 .038 .069 .042 .068 .04 .092 .065 .456 _377 .092 .065 .215 .167 .092 -.065 .365 .299 .457 .376 .365 .299 .096 .062 .09 .068 .089 .068 .095 .063 .095 .062 .094 .064 .09 .068 .091 .067 .367 .297 .363 .301 .363 -.301 .367 -.2,97 .367 -.297 _366 -.298 .363 -.301 .364 .3 z Shearfkl .012 .004 .003 .003 .016 .008 0 0 0 0 .002 .002 0 0 0 0 0 0 .001 .001 .002 .002 .001 .001 0 0 0 0 0 0 0 0 -.003 -.003 .01 .002 .004 .004 .011 .001 .001 .001 .001 .001 .001 .001 .001 .001 .002 .002 .006 .003 .004 .004 .009 0 Torauefk ftl v v Momentfk...z z Momentfk.. .014 .014 .01 .01 0 0 .005 .005 -.012 -.012 .028 -.028 -.012 -.012 .02 .02 -.012 .012 .024 .024 .03 .03 .024 .024 .015 .015 009 .009 .008 .008 .014 .014 015 .015 .013 .013 .008 -.008 -.01 .01 -.026 -.026 -.022 .022. .021 -.021 -.026 026 -.026 -.026 025 025 .021 .021 023 .023 .018 .007 .015 .005 .025 .01 .007 .007 0 .002 .001 008 0 .002 0 004 0 .002 0 .007 0 .008 0 .007 0 .002 0 003 0 .003 0 .002 .009 -.006 .013 -.004 -.009 .011 013 008 0 .006 .001 .007 .001 .007 0 006 .007 0 01 002 .006 .013 .009 .011. .14 .01 .147 .008 .163 .004 .156 .006 .049 .013 .176 0 .049 .013 .092 .016 .049 .013 .144 .004 .177 .006 .144 004 .055 .019 043 007 .042 -.006 054 .018 .055 .019 051 .015 .042 -.006 046 -.01 .149 -.009 .14 0 .139 .001 .148 -.008 .149 -.009 146 006 .139 .001 .142 .002 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 40 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3241 3245 3246 3250 3251 3255 3256 3260 3261 3265 3266 3270 3271 3275 3276 3280 3281 3285 3286 3290 3291 3295 3296 3300 3301 3305 3306 3310 3311 3315 3316 3320 3321 3325 3326 3330 3331 3335 3336 3340 3341 3345 3346 3350 3351 3355 3356 .3360 3361 3365 3366 3370 3371 3375 3376 3380 LC 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 Member Label M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M17 M17 M17 M17 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torauefk -ftl v -v Momentfk...z -z Momentfk.. .01 .459 .002 -.032 0 .182 .01 -.373 .002 -.032 .008 .012 -.013 .455 .001 -.028 .002 .173 .013 .378 .001 .028 .008 .002 .013 .455 .001 .027 .002 .172 .013 -.378 .001 .027 .008 001 .01 .459 .002 -.032 0 .181 .01 .374 .002 .032 .008 -.011 -.016 .459 .001 -.032 .007 .182 .007 .374 .001 .032 .002 .011 _013 .458 .006 .031 .01 .179 .013 375 003 .031 .003 .008 .007 .455 .004 .027 .005 .172 .016 -.378 .004 .027 .014 .001 .01 .456 .009 .029 -.008 .175 .01 .377 0 .029 .012 .004 .008 .367 .001 -.026 0 .149 .008 .297 .001 -.026 .006 .009 .011 .363 .001 .022 .001 .14 .011 .301 .001 .022 .007 0 .011 .363 .001 .021 .001 .139 .011 -.301 .001 .021 .007 .001 .008 .367 .001 .026 0 .148 -.008 -.297 .001 .026 .006 .008 .014 .367 -.002 .026 .007 .149 .005 .297 .002 -.026 0 .009 01 .366 .006 .025 .01 .146 .01 .298 .003 .025 .002 .006 .005 .363 .004 .021 .006 .139 .014 -.301 .004 .021 .013 .001 008 .364 .009 .023 .009 .142 .008 -.3 0 .023 .011 .002 0 .059 0 .01 0 .036 O -.036 0 .01 0 .014 -.003 .053 0 .004 0 .023 .003 .042 0 .004 .002 .002 .004 .052 0 .004 0 .022 004 -.042 0 .004 .002 0 0 .058 0 .01 0 .035 O .037 0 .01 0 .013 .008 .058 .003 01 .009 .036 .004 .036 .003 .01 .007 .014 .003 .057 -.01 .008 .013 .032 003 -.038 002 008 005 01 .005 .053 .004 .004 .009 .023 .008 -.042 .004 -.004 .01 0 O .054 .011 006 .013 .027 0 -.04 -.002 .0Q6 .007 005 .017 .021 .003 0 .005 .043 .094 -.026 .003 0 -.034 .084 .176 .014 .006 0 .007 .012 22 .033 006 0 984 _1 _56 -.017 .021 .003 0 .005 I .043 .094 .076 -.003 0 .034 .084 .064 .018 -.004 0 .006 I .031 .141 .029 .004 0 .054 I .109 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 41 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3381 3385 3386 3390 3391 3395 3396 3400 3401 3405 3406 3410 3411 3415 3416 3420 3421 3425 3426 3430 3431 3435 3436 3440 3441 3445 3446 3450 3451 3455 3456 3460 3461 3465 3466 3470 3471 3475 3476 3480 3481 3485 3486 3490 3491 3495 3496 3500 3501 3505 3506 3510 3511 13515 13516 13520 LC 51 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Member Label M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 Sec Axialfkl .017 .094 .136 .213 .171 -.248 -.136 -.213 1.915 1.991 .005 -.072 1.88 1.803 .04 .116 -1.623 -1.691 .045 .031 1.588 1.503 -.08 -.157 1.559 1.636 -.119 .196 1.287 1.21 .153 -.229 1.34 -1.411 .089 .166 1.068 .985 -.183 .26 -1.594 1.67 .154 .231 1.252 1.175 .188 -.264 1.375 1.445 -.124 -.201 1.033 .95 -.218 .295 1 v .021 .026 .016 .032 .014 .034 .016 .032 .021 -.027 .021 _026 .021 -.026 .021 .026 .028 .034 .021 .026 .014 .019 .021 -.027 .016 -.032 .016 .032 .016 .032 .016 .032 .021 .037 .016 .032 .011 -.026 .016 -.032 .014 -.034 .014 -.034 .014 .033 .014 .034 .019 -.039 .014 .034 .009 .028 .014 .034 z Shearfkl .003 .003 .005 .005 .006 .006 .005 -.005 .004 .004 .002 _002 0 0 .003 003 .003 .003 .01 .006 .002 .002 .005 .011 -.007 .007 .005 .005 .004 .004 .006 .006 .006 .006 .011 .001 .005 .005 0 .012 -.008 -.008 .006 .006 .005 .005 .007 .007 .007 .007 .012 0 -.006 -.006 0 .013 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl v -v O .005 O -.034 O .006 O -.072 0 .007 0 .086 0 .006 O .072 O .016 0 .05 O .005 O .029 0 -.005 O -.019 0 .005 O .039 0 .002 0 .043 O .015 O .016 O .009 0 .026 O .004 O .053 O .014 0 -.083 O .006 O -.068 0 -.001 0 -.06 O .006 O .075 O .004 O .078 O .013 O -.058 O .009 O -.065 O 0 O -.086 0 .014 O -.098 0 .007 O -.082 0 0 O .074 0 .007 0 -.09 0 .004 O .092 0 .014 O .072 0 .009 O -.08 0 0 Momentfk...z -z Momentfk... I 0 .043 .084 .02 .138 .011 .156 .02 .138 .04 .083 .043 084 .046 .085 .043 .084 .055 .1 044 .083 .032 .067 .043 .084 .018 .137 .02 .138 .022 .138 .02 .138 .029 .15 .021 .137 .011 .126 .02 .138 .009 .156 .011 .156 .014 .157 .011 156 .02 .169 .012 .156 .003 .144 .011 .157 abOpt(v01).r3d] Page 42 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 35211 33 35251 35261 34 35301 35311 35 3535 3536 36 35401 35411 37 35451 35461 38 3550 3551 39 3555 3556 40 3560 3561 41 3565 3566 42 3570 13571 43 13575 13576 44 13580 13581 45 3585 3586 46 3590 3591 47 3595 3596 48 3600 3601 1 3605 3606 2 3610 3611 3 3615 3616 4 3620 3621 5 3625 3626 6 0630 13631 7 13635 13636 8 640 3641 9 3645 3646 10 3650 3651 11 3655 3656 12 3660 Member Label M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M17 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl -1.559 -1.636 .119 -.196 1.287 1.21 -.1.53 .229 1.34 -1.411 -.089 -.166 1.068 .985 .183 .26 -1.908 1.953 .012 .034 1.887 1.841 .033 .079 1.616 1.654 .052 .006 1.595 1.541 .073 .119 -.01 .086 .18 .257 -.01 .086 .053 .129 .01 .086 -.138 -.214 .17 -.247 .138 .214 -1.859 1.936 -.041 -.117 1.84 1.764 .021 -.055 v Shearfkl .016 -.032 .016 .032 .016 .032 .016 -.032 .021 -.037 .016 .032 .011 -.026 .016 -.032 .012 .016 .013 .016 .013 .016 .013 .016 .019 .023 013 .016 .006 .009 .013 -.016 .022 .026 .012 _035 .022 .026 .019 .028 .022 -.026 .015 .033 .013 .034 .015 .033 .021 .026 .021 01,6 .022 -.026 .022 .026 z Shearfkl .007 .007 .005 .005 -.004 -.004 .006 _006 .006 .006 .011 001 .005 .005 0 .012 .003 .003 .001 -.001 0 0 .002 .002 .002 .002 .009 .007 .001 .001 .006 .01 .003 .003 007 .007 .003 .003 004 .004 .003 .003 .006 _006 .007 .007 .006 _006 .003 .003 .001 .001 .002 .002 .004 .004 Torauefk -ftl v -v Momentfk...z -z Momentfk... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .014 .083 .006 .068 .001 .06 .006 .075 .004 .078 .013 .058 .009 065 0 -.086 .013 .036 .003 .015 .007 .005 .003 .026 0 .029 013 .002 007 012 006 .039 0 .038 0 102 0 .038 0 061 0 .038 0 086 0 .104 0 086 .002 .049 0 017 .002 .026 0 058 .018 .137 .02 .138 .022 .138 .02 138 .029 .15 .021 137 .011 126 .02 .138 .023 .049 .026 .05 .029 .051 .026 .05 .037 .067 026 .05 .014 .034 025 .051 045 .077 005 .161 .045 .077 .033 .097 .045 .077 .007 14 .002 .155 .007 14 .041 .077 .045 078 .048 .077 .045 076 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 43 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3661 3665 3666 3670 3671 3675 3676 3680 3681 3685 3686 3690 3691 3695 3696 3700 3701 3705 3706 3710 3711 3715 3716 3720 3721 3725 3726 3730 3731 3735 3736 3740 3741 3745 3746 3750 3751 3755 3756 3760 3761 3765 3766 3770 3771 3775 3776 3780 3781 3785 3786 790 3791 13795 13796 13800 LC 13 M18 14 M18 15 M18 16 M18 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Member Label Sec Axialfkl M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 M18 1.304 -1.372 .076 .153 1.284 1.199 .057 .019 1.525 1.602 -.161 -.238 1.25 1.173 .114 .191 1.108 1.178 -.188 264 .833 .75 .088 -.164 1.557 1.634 .193 .27 1.217 1.141 .147 .223 1.14 1.211 .22 .297 .801 .718 .12 -.196 1.525 1.602 -.161 .238 1.25 1.173 .114 .191 1.108 -1.178 .188 .264 .833 .75 088 -.164 v Shearfkl .028 .033 .021 .026 .015 .019 .022 .026 .015 .033 .015 .033 .015 .033 .015 .033 .02 .038 .015 .033 .01 .027 .015 .033 .013 .035 .013 .034 .013 .034 .013 .034 .018 .04 .013 .034 .008 -.029 .013 .034 .015 .033 .015 -.033 .015 -.033 .015 .033 .02 -.038 .015 .033 .01 .027 .015 .033 z Shearfkl .003 .003 .004 .012 .002 .002 .009 -.007 .007 .007 .005 .005 .005 .005 .007 .007 .006 .006 .001 .013 .005 .005 .011 .002 .008 .008 .006 .006 .006 .006 .008 .008 .008 .008 .002 .015 .007 .007 .012 0 .007 .007 .005 .005 .005 .005 .007 .007 .006 .006 .001 .013 .005 .005 .011 -.002 Torauefk -ftl v -v Momentfk...z -z Momentfk... 0 .047 001 .065 0 .028 0 .01 -.002 .095 0 071 0 .077 0 .101 .001 .093 0 .107 0 .079 -.001 .065 -.002 .113 0 .089 0 .095 0 .119 .001 .111 0 .125 0 .097 .001 .083 .002 .095 0 .071 0 .077 0 101 .001 .093 0 .107 0 .079 001 .065 .057 .094 .045 .078 .033 .061 .045 .076 .005 .14 .007 141 .01 .14 .007 .139 .016 .152 .007 .14 -.002 .127 .007 .139 .005 .155 .002 .156 0 .155 .002 .154 .007 .167 002 .155 .011 .142 .002 .154 .005 .14 .007 .141 .01 .14 .007 .139 .016 .152 .007 .14 .002 .127 .007 .139 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 44 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3801 3805 3806 3810 3811 3815 3816 3820 3821 3825 3826 3830 3831 3835 3836 3840 3841 3845 3846 3850 3851 3855 3856 3860 3861 3865 3866 3870 3871 3875 3876 3880 3881 3885 3886 3890 3891 3895 3896 3900 3901 3905 3906 3910 3911 3915 3916 3920 3921 13925 3926 3930 13931 13935 13936 13940 LC 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M18 M18 M18 M18 M18 M18 M18 M18 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 M19 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl 1.856 1.902 .037 -.083 1.844 1.798 .025 _021 -1.3 -1.337 .072 .118 1.288 1.234 .061 .015 .039 .038 .094 .017 .039 .038 .055 .021 .039 .038 .08 .004 .093 .016 .08 .004 .012 .064 1.784 1.708 .065 .012 1.707 1.784 .041 .035 1.2 1.114 .036 .041 1.123 1.19 .06 .016 1.389 1.313 .1 1 .023 I 1.229 5 1 1.306 v Shearfkl .013 -.016 .013 .016 .013 .015 .013 -.015 .019 -.023 .013 .016 .006 -.008 .013 .015 .035 .019 .045 .009 .035 .019 .04 -.014 .035 -.019 .042 .011 .046 -.008 .042 .011 .028 -.026 .031 .022 .042 .011 .039 .015 .032 .021 .029 .01 .038 .016 .041 .027 .037 .017 .04 .014 .048 .006 .045 -.008 z Shearfkl .002 .002 0 0 0 0 .003 .003 .002 .002 .005 .011 0 0 .008 -.008 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .007 .01 .001 .001 .007 .01 0 0 0 0 0 0 0 0 0 0 Torauefk -ftl v -v Momentfk...z -z Momentfk.. 0 .002 1 .023 0 .034 I .046 O 0 .027 0 .002 .048 0 .002 .03 0 .011 .047 0 0 .027 O _043 .045 O 0 .039 O .032 .063 O .001 .027 O .05 .047 0 0 .015 0 .013 .03 0 .001 .027 O .005 .045 O .005 .118 0 0 -.008 O .005 .182 O .016 .095 O .005 .118 0 0 .008 O .005 .148 O .005 .048 O .005 .118 O 0 .008 O _005 .166 O .013 .073 O .005 .188 O -.015 .104 O .005 .166 O .013 -.073 0 .013 .071 0 0 .057 O -.005 .099 0 0 .028 O .004 .164 O .002 .072 O .005 .136 O .001 .043 O 0 .101 0 .025 .015 O .013 .113 O .0Q4 .031_ O .009 .135 0 -.027 .03 0 .004 .122 O .006 .016 0 .012 .131 O -.012 -.024 0 -.005 .152 O -.012 046 0 .001 .201 0 .013 -.121 O _005 .18 O .013 -.1 RISA -3D Version 8.0 3 [T X. X. X. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 45 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC Member Label Sec 3941 21 M19 1 3945 5 3946 22 M19 1 3950 5 3951 23 M19 1 3955 5 3956 24 M19 1 3960 5 3961 25 M19 1 13965 5 13966 26 M19 1 13970 5 13971 27 M19 1 13975 5 13976 28 M19 1 3980 5 3981 29 M19 1 3985 5 3986 30 M19 1 3990 5 3991 31 M19 1 3995 5 3996 32 M19 1 4000 5 4001 33 M19 1 4005 5 4006 34 M19 1 4010 5 4011 35 M19 1 4015 5 4016 36 M19 1 4020 5 4021 37 M19 1 4025 5 4026 38 M19 1 4030 5 4031 39 M19 1 4035 5 4036 40 M19 1 4040 5 4041 41 M19 1 4045 5 4046 42 M19 1 4050 5 4051 43 M19 1 14055 5 14056 44 M19 1 4060 5 4061 45 M19 1 14065 5 14066 46 M19 1 14070 5 4071 47 M19 1 4075 5 1 14076 48 M19 1 1 14080 5 1 Axialfk] .082 .006 .951 .868 .078 .001 -.791 -.861 .073 -.004 1.402 1.325 .112_ .036 1.217 1.293 .095 .018 .964 .88 .091 ,014 -.779 -.848 .06 -.016 1.389 1.313 .1 .023 1.229 1.306 .082 .006 951 .868 .078 .001 791 .861 -.003 .049 1.769 1.723 .05 .004 1.723 -1.768 .026 .02 1.185 1.129 .02 -.026 1.139 1.175 v Shearfk] .04 .013 .038 .005 .044 .009 .047 .017 .04 .013 .043 .01 .051 -.002 .049 .005 .044 .01 .042 .002 .048 .006 .05 -.014 .037 -.017 .04 .014 .048 -.006 .045 -.008 .04 .013 .038 .005 .044 -.009 .047 -.017 .014 -.018 .017 -.015 .028 .004 .025 .008 .018 -.014 .015 .003 .024 .009 .077 .019 z Shearfk] .006 .007 0 0 .005 .008 .001 .001 0 0 0 0 .001 -.001 0 0 .006 .007 0 0 .005 -.008 .001 -.001 0 0 0 0 0 0 0. 0 .006 .007 0 0 .005 .008 -.001 -.001 0 0 0 0 0 0 0 0 .007 .01 0 0 .007 .01 0 0 Toraue[k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Moment[k... .002 .007 .011 .009 .008 .032 .001 .016 .012 .015 .006 .015 .001 -.016 .005 .016. .002 .004 -.012 -.012 -.009 -.035 0 .019 -.012 -.012 .005 .012 .001 -.013 -.005 -.013 -.002 .007 -.011 -.009 -.008 -.032 .001 -.016 .011 0 .003 0 .006 -.002 -.003 0 .001 .025 .011 .0Q4 .007 .027 .005 .005 .153 -.056 .162 .09 .178 .09 .169 -.056 .153 -.055 .174 .077 .223 -.152 .202 .13 .175 -.086 .185 -.121 .201 -.121 .192 -.086 .131 -.024 .152 .046 .201 .121 .18 .1 .153 .056 .162 09 .178 -.09 169 -.056 .024 .06 .052 031 .117 -.069 .089 04 .054 .018 .066 028 088 -.027 075 019 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 46 i Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 4081 4085 4086 4090 4091 4095 4096 4100 4101 4105 4106 4110 4111 4115 4116 4120 4121 4125 4126 4130 4131 4135 4136 4140 4141 4145 4146 4150 4151 4155 4156 4160 4161 4165 4166 4170 4171 4175 4176 4180 4181 4185 4186 4190 4191 4195 4196 4200 4201 4205 4206 4210 4211 4215 4216 4220 LC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Member Label M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 M20 Sec Axialfkl 1 .025 5 -.052 1 .002 5 .074 1 .025 5 -.052 1 .019 5 -.058 1 .025 5 -.052 1 .008 5 .069 1 .003 5 .073 1 .008 5 _069 1 .053 5 -.024 1 1.726 5 1.65 1 .003 5 -.08 1 1.677 5 1.753 1 .024 5 -.053 1 1.554 5 1.468 1 .026 5 -.051 1 1.504 5 1.571 1 .029 5 .048 1 1.284 5 1.207 1 -.013 5 .09 1 1268 5 1.345 1 .007 5 .069 1 1.155 5 1.071 1 .008 5 .068 1 1.139 5 -1.208 1 .024 5 -.052 1 1.279 5 1.203 1 ,018 5 .094 1 -1.273 5 1.349 v Shearfkl .035 .019 .05 .004 .035 -.019 .04 .013 .035 .019 .046 _008 .05 -.003 .046 .008 .038 .016 .031 .022 .032 -.022 .038 .015 .037 -.016 .029 .011 .032 .021 .04 .027 .048 -.005 .043 .01 .044 -.01 .049 .005 .048 .006 .042 .001 .044 .009 .05 .014 .052 -.001 .048 .006 .048 .005 .053 0 z Shearfkl 0 0 .003 .003 0 0 0 0 0 0 .002 .002 .003 .003 .002 .002 0 0 0 0 0 0 0 0 .006 .011 0 0 .007 .01 0 0 .002 .002 .002 .002 .002 .002 .002 .002 .003 .01 .002 .00_2 .007 .005 .002 .002 .002 .002 .003 .003 .003 .003 .003 .003 Tara uefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] v v Momentfk...z z Momentfk... 0 .007 0 042 0 .007 0 .015 0 .007 0 .033 0 .039 0 033 0 .004 0 .007 0 .01 0 007 .001 .035 0 .008 -.001 .021 0 .006 0 .031 0 .033 0 .035 0 033 .001 .054 0 0314 0 .012 0 0�2 0 .037 0 .039 0 .041 0 .039 .115 .008 .205 -.146 .115 .008 .149 .059 .115 .008 .183 -.111 .208 .149 .183 .111 .132 -.032 .097 .027 .097 .017 .132 .042 .131 .03 .11 .03 .099 .015 .119 .015 .196 -.13 .169 .085 .17 .093 .196 -.137 .195 .128 .18 128 .171 .094 .186 .221 .168 .195 1 .195 -.131 .222 -.175 Page 47 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 14221 14225 14226 14230 4231 4235 14236 4240 4241 4245 4246 4250 4251 4255 4256 4260 4261 4265 4266 4270 4271 4275 4276 4280 4281 4285 4286 4290 14291 14295 4296 4300 4301 4305 4306 4310 4311 4315 4316 4320 LC 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 Member Label Sec M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 5 M20 1 I 5 M20 I 1 5 M20 I 1 Hot Rolled Steel Design Parameters Label Shaoe Lengt... Lbyv[ft] 1 M1 Cols 12.5 2 M3 Beams 7.75 3 M4 Cols 12.5 4 M6 Beams 8/5 5 M7 Cols 12.5 6 M9 Beams 7.75 7 M10 Cols 12.5 8 M8 Beams 8.75 9 M9A Beams 4.5 10 M10A Beams 4.5 11 M11 Beams 1 8.75 5 I Axial k] v Shearfk] z Shearrk] .003 .052 -.002 -.074 -.001 I .01 1.15 .046 I .003 1.066 .003 I .003 .004 .048 I .008 .073 .005 -.005 1.144 .054 .002 1.213 .009 .002 .029 .048 .002 .048 .005 .002 1.284 .043 .002 1.207 .01 .002 .013 .044 .002 .09 .01 .002 1.268 .049 .002 1 345 .005 .002 .007 .048 -.003 .069 .006 .01 1.155 .042 .002 1.071 .001 .002 .008 .044 .007 .068 .009 .005 -1.139 .05 .002 1.208 .014 .002 .043 .024 0 .003 .009 0 1.716 .017 0 1.67 .015 0 .013 .018 0 .059 .014 0 1.686 .024 0 1.732 -.008 0 .014 .023 .006 .032 .009 .01 1.544 .015 0 1.488 .003 0 .016 .018 .007 -.03 -.014 I .01 1.514 .027 I 0 1.55 .019 I 0 Lbzz(ftl Lcomo to... Lcomp both:] Kw Kzz Cm -w Cm -zz Toraue[k -ft] v -v Momentrk...z -z Momentik... O .001 I .22 0 .06 166 0 0 205 O .04 .167 0 0 .196 0 .018 .132 O 0 .212 O .038 .132 O 0 .196 0 .031 .13 O 0 .169 O .033 .085 O 0 .17 O .035 -.093 O 0 .196 O .033` .137 O .001 .195 0 .054 .128 O 0 .18 0 .034 .128 O 0 .171 O .012 .094 O 0 .186 O .032 .094 O 0 .086 O .001 -.029 O 0 051 O .005 .03 O 0 .052 O .007 .02 O 0 .087 O .004 .039 O .001 .085 O .032 .027 O 0 .065 O .005 027 0 .001 .053 O .023 .018 O 0 .073 O .003 I .018 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Cb v swavz sway Function Lateral I L I atera] I ateral Lateral Lateral Lateral I 1 Lateral I 11. Page 48 1 1 1 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Hot Rolled Steel Desian Parameters (Continued) Label Shaoe Lenot... 12 1 M13 Beams 3 13 M14 Beams 3 14 M16 Beams 4.5 15 M17 Braces 14 708 16 M18 Braces 14 708 17 M19 Braces 15.258 1 8 M20 Braces 15.258 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LC Member Sha o 1 I M1 W6X15 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 9R 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 Al 41 41 42 42 43 43 44 44 Lbvvlftl Member AISC ASD Steel Code Checks Lbzzlftl Lcomo to...Lcomo botlft Kw UC Max .050 117 050 078 .050 100 .121 100 .016 029 .087 095 .039 049 .064 070 .075 073 126 .130 091 096 .109 114 096 091 147 151 .112 117 .130 .136 075 073 .126 .130 .091 .096 .109 114 .017 015 .070 077 Cb v swavz sway Function Lateral Lateral Lateral Lateral Lateral Lateral Lateral LociAlShea.. .Loc[ft]... Fa[ksi] Ftlksil Fby[k...Fbz[k... Cb CmyCmz Eqn 12.51 .000 16.251 z 113.9061 30 33.387124.612 1 1 .1 _6 I.8671 H1-21 12.5 .002 16251 v 113.906 30 33.3871 30 1 7.1.6 1.5961H1-2 12.5 .000 16.251 z 113.906 30 133.387 x24.612 1 1 .1 .6 1.8671 H 1 2 12.5 .001 16.251 z 113.906 30 133.3871 30 1.5..1 .6 1.67411 12.5 .000 16.251 z 113.906 30 133.387124.612 1 1 .1 .6 1.8671 H 1 -2 12.5 .002 16.251 v 113.906 30 133.3871 30 1 7.1 .6 1.6071H1 12.5 .002 6.251v113.906 30 133.3871 30 1 7.1 .6 1.5981H1 12.5 .002 6.251 v113.906 30 03.3871 30 1 7.1 .6 1.6071 H 1 12.5 .001 16.251 v 113.906 30 133.387 30 1 4 .1.6091.7111H1-2 12.5 .000 16.251z113.906 30 133.387 30 1.0..1 .6 1.9302 -1 12.5 .002 16.2517113.906 30 133.387 30 2.0..1.5991.4851H1 -2 12.5 .001 16.251 z 113.906 30 133.387 20.8 1 1 .6 1.7861H1 1 12.5 .001 16.251 z 113.906 30 133.387 20.8 1 1.6011.851 H1 12.5 .001 18.3331 z 113.906 30 133.387 30 1 1 .1.851.9181H2 12.5 .001 16.251 z 113.906 30 133.387124 722 1 1 .1.50.851H1-2 12.5 _001 30 133.387 20.8 1 85 .831H 1 12.5 .002 16251 v 113.906 30 133.387 30 1 74.602.6041 H 1 12.5 .001 16.251 v 113.906 30 133.387 30 1 731 .6 1.6081 H2 -1 1 12.5 .001 16.251 z 113.906 30 133.387 30 1 721 .6 .6121H1-2 12.5 .002 16.251v113.906 30 133.387 30 1 7.1 _6 .60711-11 -21 12.5 .002 13.7761 v 113.906 30 133.387 30 1 7 .1.6011.851 H 1 -2 I 12_5 .001 16.251v113.906 30 33.387 30 1 7.1.851.6071H1 12.5 .002112.51x113.906 30 33.387 30 1 7.1.61.851H1 2 12.5 .00216.2511/113.906 30 133.387 20.8 1 1.851.6071 H 1 1 12.5 .003 6251 v 113.906 30 133.387 30 1 7 .1.6011.5971H1-2 12.5 .002 6.2511/113.906 30 133.387 30 1 7.1.6 1.5981H1 -2 12.5 .001 16.2512113.906 30 133.387 30 1 7.1 _6 1.6011H1 -2 12.5 .002 16.251 y 113.906 30 133.387 30 1 7 .1 .6 1.5981 H 1 -2 12.5 .00214.03611/113.906 30 133.387 30 1 7 .1.6011.851H1 12.5 .001 16.2611/1 30 133.387 30 1 7 .1.851.5901-2 1 -2 12.5 .002 1 12.51 v 113.906 30 133.387 30 1 7 .1 .6 1.85 I H 1 -2 12.5 .002 16.251y113.906 30 133.387 20 8 1 85 •5991 1 12.5 .002 16251 v 113.906 30 133.387 30 1 74.602.6041 H 1 -2 12.5 .001 16.251 v 113.906 30 133.387 30 1 731 .6 1.6081 H2 -1 17 5 .001 1 6251 z 113.906 30 133.387 30 1 721 .6 1.6121 H1-2 12.5 .002 16251 v 113.906 30 133.387 30 1 7.1 .6 1.6071 H 1 -2 12.5 .00213.776k/ 13.906 30 133.387 30 1 7 .1.6011.851H1 2 12.5 .001 16.25Iv 13.906 30 133.387 30 1 7 .1.851.6071H1 30 133.387 30 1 7 .1 .6 1.851H1-2 12.5 .002 112.51 03.906 113.906 12.5 .002 16.251y113.906 12.5 .001 16.2511/113.606 12.51 .000 16.251 v 113.906 12.51 .002 16.251z1 12.51 .001 16.25Iz113.906 Kzz Cm vv Cm zz 30 133.387 20.8 1 1.85 .6071H1 1 30 133.387 30 1.5.. 1 30 133.387 30 11.3..1.5991.7661 H2 1 30 03.387 30 12.31.5991.3011H1-2 30 03.387 20.8 I 1 I .6 1.755I H1 1 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 49 09 abed [P£i (1.0^)3dogeIseweJdge3 \qeo sJo;eJadp \on4S sole3\ \•i] 0'8 uope Q£ IZ LHJ 9" 1 9" pc L OE IL8£'££I OE 1906'£11 ^1 0 200 "Z1.I 1 Z 9" 1 9' 19L I OE 1L8£'s€1 OE 1906'801 0 600 19 "ZI•I IZ-IHI 9" 19' I9L I 0£ IL8£•£8 OE 1906'£11^1 0 P00 19 21.1 13 9 1 9 ISL I OE ILS£'££I OE 1906'£01 0 60O" I9"Z1. 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Cb CmyCmz Eon 5.195 .011 0 Iv116.18 21.6 26.259 21.6 1 .851.851H2 -1 0 I .011 0 v116.18 21.6 26.259 21.6 1 .2051.851H1 -21 O I .011 0 v116.18 21.6 126.259 21.6 1 .851.851H2 -1 I O .011 0 v116.18 21.6 26.259 21.6 1 .2131.85IH2 -1 5.104 .048 0 vI16.18 21.6 126.259 21.6 1 .2421.851 H2 5.1041 .048 0 v116.18 21.6 26.259 21.6 1 .2381.85 I H2 1 5.1041 .048 0 vI16.18 21.6 26.259 21.6 1 .2381.85IH2 -1 5.1041 .048 0 v116.18 21.6 26.259 21.6 1 .241.851H2 -11 5.013 .048 0 vI16.18 21.6 126.259 21.6 1 .851.85 I H2-1I 5.195 .048 0 vI16.18 21.6 26.259 21.6 1 .2091.851IH2 1 5.1041 .048 0 vI16.18 21.6 126.259 21.6 1 .851.85IH2 -1 5.1041 .048 0 vl16.18 21.6 126.259 21.6 1 .206 ,851H2 1 5.1041 .058 0 vI16.18 21.6 26.259 21.6 1 .226.851H2-1 5.195 .058 0 vI16.18 21.6 26.259 21.6 1 .2361.851 H2 -1 5.195 .058 0 v116.18 21.6 26.259 21.6 1 .2361.85IH2 -1 5.104 .058 0 v116.18 21.6 26.259 21.6 1 .2251.851112 1 5.013 .058 0 vI16.18 21.6 26.259 21.6 1 .851.85 I H2 1 5.195 .058 0 v116.18 21.6 26.259 21.6 1 .211.851 H2 -1 5.195 .058 0 vI16.18 21.6 26.259 21.6 1 .851.85 H2 -1 5.104 .058 0 vI16.18 21.6 26.259 21.6 1 .2021.85 H2 -1 I 5.104 .048 0 iI16.18 21.6 26.259 21.6 1 .2421.85IH2 -1 I 5.104 .048 0 v 16.18 21.6 26.259 21.6 1 .2381.851H2 -1 5.104 .048 0 v 16.18 21.6 26.259 21.6 1 .2381.85 I H2 -1 5.104 .048 0 y116.18 21.6 126.259 21.6 1 .24 5.013 .048 0 vI16.18 21.6 26.259 21.6 1 .85 .85 .85 I H2 1 112 1 -1 5.195 .048 0 vI16.18 21.6 26.259 21.6 1 1.2091.851H2 -1 5.104 .048 0 v 16.18121.6 26.259 21.6 1 1.85 I.85I H2 1 5.104 .048 0 y 16.181 21.6 26.259 21.6 .206 I H2 1 5.013 .007 0 vI16.18 21.6 26.259 21.6 1 368.851 H2 -1 0 .007 0 vI16.18 21.6 26.259 21.6 1 .2781.851H2 -1 0 .007 0 vI16.18 21.6 26.259 21.6 1 .2761.851 H2 -1 5.013 .007 0 vI16.18 21.6 26.259 21.6 1 .3781.851H2 -1 5.195 .007 0 v116.18 21.6 26.259 21.6 1 _851.851112 1 O .007 0 v116.18 21.6 26.259 21.6 1 .2061.851H1 -2 O .007 0 vI16.18 21.6 26.259 21.6 1 .851.85IH2 -1 0 .007 0 v116.18 21.6 26.259 21.6 1 .2111.8511 0 .014 1.5 z120.294 21.6 26.25923.464 1 7 ..5991.851 H1 -2 O .053 1 469 v20.294 21.6 126.25923.464 1 73.5881.851111 -2 O .014 1 1.5 z120.294 21.6 126.25923.464 1 7 ..5991.85 I H 1 O .027 1 1.5 z 120.294 21.6 26.25923.464 1 7..5931_ 85 1111 -2 0 .014 11.5 17 20.294 21.6 26.25923.4641 7 ..5991.851 111 -2 0 .04311 469Iv20.294 21.6126.25923.464 1 7..5891.851111 -2 0 .05311 469Iv20.294 21.6 26.259 23.464 1 7 ..5881.851H1-2 O .043 11 4691 v x20.294 21.6 26.2593.464 1 7 ..5891_651H1-2 0 .016 1.5 z20.294 21.6 26.25923.4641 7..6991.851111 -2 O .013 1.375 v20.294 21.6 26.25923.464 1 7 ..571.851H1 -2 0 .01311.37511/20.294 21.6 26.25923.4641 7 ..5711.85 I H 1 -2 0 .016 1.5 z20.294 21.6 26.25923.464 7..685 1111 -2 0 .017 1.5 7120.294 21.6 26.25923.4641 7..85 .851112 -1 0 .015 11.5 17 20.294 21.6 26.25923.4641 7 ..5771.85 I H2 -1 0 .013 11.3751 v 20.294 21.6 26.25923.464 1 7 ..851.851 H 1 -2 O .014 1 1.5 1720.294 21.6 26.25923.4641 7 19031.85IH1 -2 0 .044 11 469Iv20.294 21.6 26.25923.4641 7 15991.85 I H1-2 0 .04311 469Iv20.294 1 21.6 26.25923.464 1 7.1..5811.85 I H 1 -2 0 .04211 469Iv20.2941 21.6 26.25923.4641 7 15811.85IH1 -2 O .04411 4691 v x10.2941 21.6126.25923.464 1 7 .1.5991.851H1-2 RISA 3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 58 I Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member RISC ASD Steel Code Checks (Continued) 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 LC 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 585 9 586 10 587 588 589 590 591 I 592 1 596 597 1 598 I 599 600 601 I 602 1 603 11 12 13 14 15 16 1593 17 FIgHlt 21 32 23 24 25 26 27 1604 28 Member Shane M14 W6X15 UC Max .200 194 .185 .192 .241 .233 .233 241 .244 .238 .230 236 .197 .189 .188 196 .200 194 .185 .192 .043 .033 .032 042 .047 .040 .033 .036 .025 .066 .025 045 .025 056 071 .056 .030 .021 .021 .029 .032 029 .023 023 .059 054 .055 .059 .057 .059 .057 .053 .074 .068 .067 .074 Loc[ft]Shea...Loc[ft Fajksi] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .04411 469 v 120.294 .04411 4691 v 120.294 .042 11 4691 v 120.294 .04311 4691 v 120.294 .05411 4691 v 120.294 .05311 4691 v 120.294 .05211 4691 v 120.294 .05411 4691N/120.294 .05411 4691N/20.294 .05411 4691 v 120.294 .05211 4691V 120.294 .05311 469k20.294 .04411 4691 v 120.294 .043 11 469k/20.294 120.294 .04211 4691N/20.294 .044 11 4691 v 120.294 .04411 4691 v 120.294 .04411 4691v 20.294 .04211 4691 v 20.294 .043 11 4691N/120.294 .011 1 1.5 Iz20.294 .007 11.3751 v 20.294 .007 Ii .3441 v x20.294 .010 1 1.5 Iz20.294 .011 1.5 Iz20.294 .009 1.5 I z120.294 .007 Ii .3751 v 20.294 .00811.37511/20.294 .007 11.0941 v 20.294 .021 I 0 1v20.294 .007 1.0941 v 20.294 .012 1 1881 v 20.294 .007 11.0941 v 20.294 .017 1.1251 v 20.294 .021 1.6881 v 20.294 .0171.1251N/00.294 .00811.2191N/20.294 .006 1.7191 v 20.294 .0061.5631N/120.294 .007 1 1.2191 v 20.294 .008 11.2191 v 20.294 .007 11 15611/20.294 .0061.6251N/120.294 .006 1.9691 v 20.294 .018 1.9061 00.294 20.294 y20.294 017 I O v 20.294 20.294 .0 18 .906 v 20.294 .017 1.5941 v 20.294 .0171 0 1v20.294 .017 I 0 100.294 .022 11.063 v20.294 .021 I 0 v00.294 .021 I 0 Iv20.294 .022 I 1 I v 20.294 Ft[ksi] Fbyfk...Fbz[k... Cb CmyCmz Eqn 21.6 126.259123.46411 7.1.851.851 H2 -1 21.6 26.259123.46411 7 .1.4061.851 H2 -1 21.6 26.25923.46411 7.1.851.851H1-2 21.6 126.25923.46411 731.7051.851 H1 -2 21.6 26.25903.46411 7 .1.5971.851H1-2 21.6 26.25923.46411 731.5811.851H1-2 21.6 126.25923.46411 7 4.5811.851H1-2 21.6 26.25923.46411 7 .1.596 .85 I H 1 -2 21.6 126.25923.46411 7 .1.85 .851 H2 -1 21.6 26.25923.4641 7 14461 851 H2 1 21.6 126.259123.4641 731.851.851H1-2 21.6 26.25923.46411 731.6871.851 H 1 -2 21.6 26.25903.46411 7 .1.5991.85 I H1-2 21.6 126.259123.46411 7 4.5811.851H1-2 21.6 26.25923.46411 7 .1.581 .851H1-2 21.6 26.25923.46411 7 1599 .851111-2 21.6 26.25923.46411 7 .1.851.851H2-1 21.6 126.25923.46411 7 .1.4061.851H2 1 21.6 26.25903.46411 7 4.851.851H1-2 21.6 126.259123.46411 731.7051.851H1-2 21.6 26.25903.46411 7 .1 .6 1.851111 21.6 26.259123.46411 7 .1.561.851 H1 21.6 26.25923.46411 7 4.5611.851H1-2 21_6126.25923.464 1 7 .1 .6 1.851H1 21.6 26.25923.464 1 7 .1.851.851 112 1 21.6 26.25923.46411 7 .1.6871.851 112 1 21.6 26.25923.46411 731.851.851111 2 21.6 26.259123.46411 7 .983I .851 H 1 -2 21.6 26.25923.46411 7.1.4591.851 112 -1 21.6 26.25923.46411 7 .1.4791.851 H2 -1 21.6 26.25923.46411 7 4.4591.851H2-1 21.6 26.25923.46411 7 .1.4711.851112-1 21.6 26.25923.46411 7 .1.4591.851 H2 -1 21.6 26.25923.46411 7 14771.851H2-1 21.6 26.25923.46411 7.1.4781.851H2 -1 21.6 26.25923.46411 7 14771.851H2-1 21.6 126.25903.46411.8.4.3281.851H2-1 21.6 26.25923.46411 7 .1.5041.851 H2 1 21.6 26.25923.46411 7 .1.5041.851 H2 -1 21.6 26.25923.46411.8..1.2521.851 H2 1 21.6 26.25923.46411.8..1.851.851111 -2 21.6 26.25923.46411.8..1.6881 85I H2 -1 21.6 26.25923.46411 7 .1.851.851112 -1 21.6 26.25923.46411 7 .1.8051. 21.6 26.25923.46411 781.4591.851112-11 21.6 126.259123.46411 7 1 H2 -1 I 21.6 26.25923.46411 7..49 .851H2-1 I 21.6 26.25923.46411 7 .1.46 .851 H2 -1 21.6 26.25923.46411 78 .85 .851111 -2 21.6 26.25923.46411 7 ..5721.851H2 21.6 26.25923.46411 7 .1.851.851 H2 -1 21.6 26.25923.46411 7 .1.2681.851H1-21 21.6 26.25923.46411 7.1.4641.851112 -1 1 21.6 26.25923.46411 7 4.4891.851H2-11 21 6 26.25923.46411 7 .1.4891.851 H2 -1 21.6 26.259123.46411 7 .1.4651.851112 -1 RISA -3D Version 8.0 3 [T•\. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 59 1 1 1 1 1 1 1 1 1 1 1 i i 1 09 abed [pEx(1.0^)3dogeigewe.dgemqeo sJo;eJedp \onJlg soleO\ Al] 0 g uolsJeA ac-vSiu 1 I£09'I 1. 494'£ZI68Z'9 9 1.6 1/1/.04'60 88 04'6I• 61.0 0 Otr0 I. 1999' 1. 494'EZ165Z 9Z 9 1.Z 1L04'61.I^ 0 81.0' 0 17£0 1 1989' 4 494'£ZI69Z 9 9'1.Z ILO4'611A 0 81.0 0 17£0 1. 1. 494'£21652'9 962ILO4'64I^ 884' 61.0" 0 0170' L I S8 198' I. 494'E465Z'94 9' 1.6 IL04'6 LI" 0 EZ0' 0 9170' 1-Z14198 14 44' L 494'£Z169Z'94 91.6 ILO4'641^ 0 en' 0 17170 I.-ZH158 4 17917'£ZI6SZ 9Z1 9 L170 EZO 0 6170' 4 Z4198'11 1. 494'E465Z'94 9 41 EZO 0 090 4-ZH198 I149' 1. 49t1E465Z'94 9 ILO4'61I" 1171. 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EL ZL L1. 01. 6 8 L 9 9 V E 91.11 1. 817 Lb 917 91 1 7 1 7 81 Z1 7 1.17 017 68 86 L£ 92 SE 17E ZE 4E OE 6Z Jagway j Zn 099 659 899 L99 999 999 1799 £99 Z99 1.99 099 6179 8179 L179 9179 9179 17179 8179 2179 1.179 0179 629 8E9 L£9 9£9 929 17£9 6E9 Z69 1.E9 0E9 629 829 LZ9 929 529 1729 EZ9 ZZ9 LZ9 029 649 849 L 1.9 949 91.9 171.9 849 21.9 449 049 609 809 L09 909 909 (panuquoaj svaqo apoa laais asv osiv aegwagy •i8 pepoag0 leeIS 4.1oddng qe0 sioleied0 09804 JegwnN qor IN`d 5Z :8 air Jeu6lsad 01.02 '8 ides slonpoJd poo/A )109.10 u99.10 /Iuedwo0 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member RISC ASD Steel Code Checks (Continued) LC Member S a e 661 137 662138 663 664 665 666 667 668 669 670 671 672 673 874 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 28 29 30 703 3 311 701 5133 1706134 1 0 1 7 11 3 701 9 1 37 710 38 1 711 39 712 40 713 41 1 714 42 1 715 43 1 716 M17 LL3X2X.. UC Max .041 040 .035 .037 .015 007 .006 .014 .016 014 .007 010 .062 .130 .062 .085 .062 112 132 .112 .121 .062 .351 .064 .113 061 .288 .077 .159 109 .292 116 153 101 .244 126 .178 .128 .299 .136 .172 118 .251 145 159 109 .292 -116 .153 101 244 126 .098 .037 .330 .041 Loc[ftlShea...Loc[ft Fa[ksi] Ft[ksi] Fby[k...Fbz[k... Cb CmyCmz Eqn O .019 1.188 1/119.407 21.6 126.259123.464 1 1.621.85 I H2 1 I O .018 1.094I v 119.407 21.6 126.259123.464 1 I .85..851H2 1 O .0181 0 Iy119.407 21.6 126.259123.464 1 .42 .851E12 O .0181 0 109.407 21.6 126.259123.464 1 .851.851H2-1 0 .005 12.251119.407 21.6 126.259123.464 1 .6 1.851 O .003 1.4221 v 19.407 21.6 126.259123.464 1 .8141.851 H2 -1 O .003 1.141k/119.407 21.6 126.259123.464 1 .8061.851H2-1 O .004 12.251z119 407 21.6 126.259123.464 1 .6 I.85 I H 1 -21 O .005 12.25 zI19 407 21.6 126.259123.464 1 .2821.85 I H2 1 O .004 12.203 z119 407 21_6126.259123.464 1 .851.851H2 1 I 0 .003 1.2341 v 119.407 21.6 126.259123.464 1 .241.851111 O .003 1.8911 v 119.407 21.6 126.259123.464 1 .851.851E12 14 7..002 114 7 .1v13.543 21.6 119.675119.67511.2... 31 14 7..003 14 7 10.543 21_61 21_6 1 21.6 11.6...5681.851H2 14 7. .002 14 7 v13.543 21.6 119.675119.67511.2.538 .85 H1 -3 14 7..003 114 7 v13.543 21.6 121.6 1 21.6 11 4 ..555 H2 -1 14 7..002 114 7 .1N/13.543 21.6 119.675119.67511.24.5381.851H1 3 14 7..003 114 7 .Iv 13 543 21.6121 6 121.6 11.6..1.5651.851H2-1 14 7 003 114 7.1'v 13.543 21.6 121.6 1 21.6 11.6-1.5681.851H2-1 14 7..003 114 7 .1v13.543 21.6 121.6 1 21.6 11.6..1.5651.851H2 1 14 7..002 114 7 IN/13.543 21.6 1 21.6 1 21.6 11.3..1.4751.851 H2 -1 14 7 .002 114 7 .1v13.543 21.6 119 .675119.67511.2..I.5251.851H1 3 14 7. .002 114 7 .1)/13.543 21.6 119.675I19.67511.2...7031.85IH1 1 14 7..002 114 7.1v13.543 21.6 121.6 121.6 11.2...5471.851H2 1 14 7..003 114 7.1v13.543 21.6 1 21.6 1 21.6 11.2...5831.851 H2 -1 14 7. .002 114 7 .413.543 21.6 119.675119.67511.2..85 .851 H1 3 14 7. .002 114 7 .1v13.543 21.6119.675119.67511.3_463 .85I H1 1 14 7 _002 114 7 .1v13.543 21.6 1 21.6 121.6 11.2..1.851.851H2 -1 14 7..003 114 7 .1v13.543 21.6 1 21.6 1 21.6 11.6..1.5331.851H2 -1 14 7 s i 14 7.4 3. 543 21.6 1 21.6 121.6 11.6...562.851 H2 -1 14 7. .003 14 7 3.543 21.6 119.675119.67511.5..609 H1 1 14 7..003 14 7 v13.543 21.6 121.6 121.6 11.6...567.85 H2 -1 14 7..003 14 7 .1i/13.543 21.6 121.6 121.6 11.5...581 .85 I H2 -1 14 7..003 14 7.1)/13.543 21.6 119.675119.67511.6 .85 .851 H1 3 14 7 .003 14 7 .1v13.543 21.6 119.675119.67511.6...5451.85 I H 1 1 14 7..003 14 7 .1v13.543 21.6 121.6 1 21.6 11.6...851.851 H2 -1 14 7 ..003 14 7 .1v13.543 21.6 121.6121.611.69 .5411.85I H2 -1 147. 003 147.1v13.543 21.6 I 21.6 I 21.6 11.6...5661.85IH2-1 14 7 .003 14 7 .1N/13.543 21.6 119.675119.67511.6...604.851 H1 1 14 7 .003 14 7 .1v13.543 21.6 121.6121.611.6..57 .851H2-1 14 7..003 114 7.1v13.543 21.6 1 21.6 1 21.6 11.631.5821.851 H2 -1 14 7 _008_114 7 .ly 3.543 21.6 21.6 21.6 1.6...85 .85IH2-1 14 7 .003 114 7.1)/ 3.543 21.6 19.67519.675 1 7 ..552 _85I H1 1 14 7 .003114 7 .1vI3.5431 21.6 I1.6...85 I H2 -1 14 7..003 114 7 .11/13.543 121 21.6 11.6...533.851 H2 -1 14 7 nn3114 7 .ly 3.543 21.6 21.6 21.6 1.6...562 .85IH2-1 14 7..003 114 7 .1v 3.543 21.6 19.67519.675 1.5...609 .85I H1 1 14 7..003 114 7 .1y 3.543 21.6 21.6 21.6 1.6...567 .85I H2 -1 14 7..003 114 7.1v 3.543 21.6 21.6 21.6 1.5...581 .85IH2-1 14 7..003 114 7 Iv 3.543 21.6 19.67519.675 1.61 I H1 3 14 7 _003114.7 .Iv 3.543 21.6 19.67519.6751.6...545 .851 H1 1 14 7 001 114 7 .I1v 3.543 2 114 7 .1v .543 21.6 21.6 21.6 1.6.. 85 851H2-1 14 7..001 21.6 21.6 21.6 1.3...452 .85I H2 -1 14 7..001 114.7 .1v13.543121.6 19.675119.67511.2...513 .851H 1 -3 14 7..001 114 7 .1v13.543121.6 119.675119.67511.2..1.888 .851H1 1 14 7..001 114 7 .413.5431 21 6121 6 I 21.6 11.2..1.552 ,851H2-1 RISA -3D Version 8.0 3 [T X. X. X. \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01).r3d] Page 61 l y 3.543 21.6 21.6 21.6 1.6...85 .85 1 v 3.543 21.6 19.67519.675 1 7 ..601 .85 l y 3.543 21.6 21.6 21.6 1.6...85 .85 lv 3.543 21.6 21.6 21.6 1.2...579 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member MSC ASD Steel Code Checks (Continued) 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 Vat 39 1 H 4 761 41 762 42 763 43 764 44 765 ;6141 46 1 5 F 76 84E 76 9I 1 1770 2 1 771 3 772 4 LC Member 45 46 47 48 1 M18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36_ 37 M19 Shane 1 LL3X2X.. LL3X2X.. UC Max .089 .037 .268 .053 .060 .147 .060 .088 .060 .125 .147 .125 .118 .058 .339 .076 .107 .086 .233 .056 .169 .113 .287 .138 .161 .145 .206 106 .190 .134 .292 .159 .182 167 .210 .127 .169 .113 .287 .138 .161 .145 .206 .106 .094 .035 .319 .052 .083 .062 .216 .034 .088 .137 .088 .111 LocfftlShea...Locrftl... Farksil 14.7.1 .002 114 7.1v 13.543 14.7.1.001 114 7.1v 13.543 14 7.1.001 114 7 .11/13.543 14 7.1.001 114 7 .1v 13.543 147.1 .002 114 14 7.1 .004114 7 .1v13.543 14 7.1 .002 114 7.4v13.543 14 7.1.003 114 711/13.543 14 7.1.002 114 7.1v 13.543 14 7.1 .003 114 7 .1v 13.543 14.7.1 114 7 .1v13.543 14 7 .1 .003114 7 v13.543 14 7..002 114 7 v13.543 14 7..002 114 7 .1v13.543 14 7.1.003 114.711/13.543 14 7.1.003 114.7.1v13543 14 7 .1.003 114 7.1v13.543 14 7 .1 .003 114 7 11/13.543 147.1 .002 114 14 7.1 .002 114 7.1v 13.543 14 7.1.003 114 7.1v 13.543 14 7.1 .003 114 7.1 v 13.543 14 7.1 .004 114 7 .1v 13.543 Ftrksil 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21 6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 Fbvrk.. Fbzrk.. Cb CmvCmz Fan 21.6 21.6 11.2..[.604 .851H2 1 1 19.67519.67511.2..1.85.85 H1 -2 19.67519.67511.361.3781.85 H1 1 21.6 21.611.2.•1.851.851H2 -1 21.6 21.6 11 .2.1.6011.851 H2 -1 21.6 21.6 11 7.1.5971.851 H2 -1 21.6 21.6 11.2..1.6011.85 I H2 -1 21.6 21.6 11 43 6 1.851 H2 -1 21.6 21.6 11.2...6011.85 I H2 -1 21.6 21.6 11.6..1.5981.851 H2 -1 21.6 21.6 11 7.1.5981.85 H2 -1 21.6 21.6 11.6..1.5981.85 H2 21.6 21.6 11 2.1.5861.851 H2 -1 19.67519.67511.2..1.6021.851 H 1 -3 19.67519.67511.2..1.631.851 H1 1 21.6 21.6 11.2..1.6011.851 H2 -1 21.6 21.6 11 .2.1.5941.851 H2 -1 21.6 21.6 11.2..1.851 -851 H2 -1 19.67519.67511.2..1.6131.851 H1 1 19.67519.67511.2. •1.851.851 H 1 -3 21.6 21.611 7.1.5921.851 H2 -1 21.6 21.6 11.6..1.5971.851 H2 -1 19.67519.67511 6.1.6041.851H1 1 14 7 .004 114 7.1v13.543 21.6 21.6 11.6..1.5981.851H2 1 14 7. .004 114 7 .1/13.543 21.6 21.6 11 .6.1.5951.851 H2 -1 14 7. .004114 7 v13.543 21.6 21.611 6..1.851.851 H2 -1 14 7 .003114 7 .1x13.543 19.675119.67511 7 .1.6011.851 H1 1 14 7 .003 114 7 .1v13.543 21.6 121.6 11.6..1.851.851H2-1 14 7 .003114 7 .1V13.543 21.6 1 21.611 7 .1.5931.851 H2 -1 14 7 .003 114 7 .)x13.543 21.6121 6 11 7 .1.5971.851 H2 -1 14 7. .004 114 7 .lv 13.543 19.675119.67511 7.1..6031.851H1 1 14 7 .004114 7 x13.543 21.6121 6 11 7 .1.5981.851H2-1 14 7 .004 114 7 x13.543 21.6 121_6 11 7 .1.5961.851H2 -1 14 7. 1.004 114 7 .1x13.543 21.6121.611 7.1.851.851H2 1 14 7. 114 7.1x13.543 19.675119.67511.8.1 .6 1.851 H1 1 14 7 .003114 7 10.543 21.6121_611 7 .1.851.851H2 -1 14.7 1 .003 114 7 .11/13.543 21.6 1 21.611 7.1.5921.85 I H2 1 14 7 .l .003 114 7 .1v13.543 14 7. .004 114 7 .lv 13.543 21.6 1 21.6 11.6..1.5971.851 H2 -1 I 19.675119.67511.6.1.6041.851H1 11 14 7. 1 .004 114 7 .1x13.543 21.6 121.6 11.6..1.5981.851H2 -1 14 7. 114 7.1x13.543 21.6 121.611.6..1.5951.851H2-1 14 7. .004114.7 I H2 -1 147..0031147. H1 1 147. .0031147. 1H211 14 7..001 114 7 .8 51 H2-11 14 7..001 114 7 .1v13.543 21.6 19.67519.6751.2...608 .851H1 -3 14 7..002 114 7 •1v13.5431 21.6 19.67519.675 1 1..671 .851H1 1 14 7. .002_114 7.4 3.543 21.6 21.6 21.6 1.2...601 .851H2-1 14 7..002 114 7.1v 3.543 21.6 21.6 21.6 1.2...591 .861H2-1 14 7. .002 114 7.1z 3.543 21 6 21.6 21 6 1 .2.. 85 851H2 -1 14 7..001 114 7.1v 3.543 21.6 19.67519.675 1.3...628 .851H1 1 14 7..001 7.1 21.6 19.67519.675 1.2.. 1H1 -2 0 .003 1 0 1 v 3.303 21.6 19.67519.675 1.8...684 .851H 1 -2 O .003 I 0 Iv 3.303 21.6 19.67519.675 2.3 .725.85 H1 -2 O .0031 0 Iv 3.303 21.6 19.67519.675 1.8...684 .65 H1 O 1 .003 1 0 iv 3.303 21.6 19.67519.67512.1 ..959.851H1-2 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 62 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Company Green Creek Wood Products Sept 8, 2010 Designer JFB 8:25 AM Job Number 10860 Operators Cab Support Steel Checked By Member MSC ASD Steel Code Checks (Continued) 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 Vat 39 1 H 4 761 41 762 42 763 43 764 44 765 ;6141 46 1 5 F 76 84E 76 9I 1 1770 2 1 771 3 772 4 LC Member 45 46 47 48 1 M18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36_ 37 M19 Shane 1 LL3X2X.. LL3X2X.. UC Max .089 .037 .268 .053 .060 .147 .060 .088 .060 .125 .147 .125 .118 .058 .339 .076 .107 .086 .233 .056 .169 .113 .287 .138 .161 .145 .206 106 .190 .134 .292 .159 .182 167 .210 .127 .169 .113 .287 .138 .161 .145 .206 .106 .094 .035 .319 .052 .083 .062 .216 .034 .088 .137 .088 .111 LocfftlShea...Locrftl... Farksil 14.7.1 .002 114 7.1v 13.543 14.7.1.001 114 7.1v 13.543 14 7.1.001 114 7 .11/13.543 14 7.1.001 114 7 .1v 13.543 147.1 .002 114 14 7.1 .004114 7 .1v13.543 14 7.1 .002 114 7.4v13.543 14 7.1.003 114 711/13.543 14 7.1.002 114 7.1v 13.543 14 7.1 .003 114 7 .1v 13.543 14.7.1 114 7 .1v13.543 14 7 .1 .003114 7 v13.543 14 7..002 114 7 v13.543 14 7..002 114 7 .1v13.543 14 7.1.003 114.711/13.543 14 7.1.003 114.7.1v13543 14 7 .1.003 114 7.1v13.543 14 7 .1 .003 114 7 11/13.543 147.1 .002 114 14 7.1 .002 114 7.1v 13.543 14 7.1.003 114 7.1v 13.543 14 7.1 .003 114 7.1 v 13.543 14 7.1 .004 114 7 .1v 13.543 Ftrksil 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21 6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 21.6 Fbvrk.. Fbzrk.. Cb CmvCmz Fan 21.6 21.6 11.2..[.604 .851H2 1 1 19.67519.67511.2..1.85.85 H1 -2 19.67519.67511.361.3781.85 H1 1 21.6 21.611.2.•1.851.851H2 -1 21.6 21.6 11 .2.1.6011.851 H2 -1 21.6 21.6 11 7.1.5971.851 H2 -1 21.6 21.6 11.2..1.6011.85 I H2 -1 21.6 21.6 11 43 6 1.851 H2 -1 21.6 21.6 11.2...6011.85 I H2 -1 21.6 21.6 11.6..1.5981.851 H2 -1 21.6 21.6 11 7.1.5981.85 H2 -1 21.6 21.6 11.6..1.5981.85 H2 21.6 21.6 11 2.1.5861.851 H2 -1 19.67519.67511.2..1.6021.851 H 1 -3 19.67519.67511.2..1.631.851 H1 1 21.6 21.6 11.2..1.6011.851 H2 -1 21.6 21.6 11 .2.1.5941.851 H2 -1 21.6 21.6 11.2..1.851 -851 H2 -1 19.67519.67511.2..1.6131.851 H1 1 19.67519.67511.2. •1.851.851 H 1 -3 21.6 21.611 7.1.5921.851 H2 -1 21.6 21.6 11.6..1.5971.851 H2 -1 19.67519.67511 6.1.6041.851H1 1 14 7 .004 114 7.1v13.543 21.6 21.6 11.6..1.5981.851H2 1 14 7. .004 114 7 .1/13.543 21.6 21.6 11 .6.1.5951.851 H2 -1 14 7. .004114 7 v13.543 21.6 21.611 6..1.851.851 H2 -1 14 7 .003114 7 .1x13.543 19.675119.67511 7 .1.6011.851 H1 1 14 7 .003 114 7 .1v13.543 21.6 121.6 11.6..1.851.851H2-1 14 7 .003114 7 .1V13.543 21.6 1 21.611 7 .1.5931.851 H2 -1 14 7 .003 114 7 .)x13.543 21.6121 6 11 7 .1.5971.851 H2 -1 14 7. .004 114 7 .lv 13.543 19.675119.67511 7.1..6031.851H1 1 14 7 .004114 7 x13.543 21.6121 6 11 7 .1.5981.851H2-1 14 7 .004 114 7 x13.543 21.6 121_6 11 7 .1.5961.851H2 -1 14 7. 1.004 114 7 .1x13.543 21.6121.611 7.1.851.851H2 1 14 7. 114 7.1x13.543 19.675119.67511.8.1 .6 1.851 H1 1 14 7 .003114 7 10.543 21.6121_611 7 .1.851.851H2 -1 14.7 1 .003 114 7 .11/13.543 21.6 1 21.611 7.1.5921.85 I H2 1 14 7 .l .003 114 7 .1v13.543 14 7. .004 114 7 .lv 13.543 21.6 1 21.6 11.6..1.5971.851 H2 -1 I 19.675119.67511.6.1.6041.851H1 11 14 7. 1 .004 114 7 .1x13.543 21.6 121.6 11.6..1.5981.851H2 -1 14 7. 114 7.1x13.543 21.6 121.611.6..1.5951.851H2-1 14 7. .004114.7 I H2 -1 147..0031147. 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JagwnN qof W119Z :8 8zIf iau6lsaa 0 LOZ '8 ides s }onpoJd pooh )199.0 uaaw° i uedwoa OM MI MI MI NM M MI MI NM I NM MI MI NM I x Loads: DL Dead Load Results for LC 1 Service Green Creek Wood Products JFB 10860 'IJS•"`" 1 _7712028k 3D_N3 1 145lb ���.,ea Z3D_N 1 .025ki, N5 16 in Operators Cab .023k N7 3.121k 4 61:)_t 7 036k 1.2251 4R3D_N 5 .025k N6 Sept 8 2010 at 8 38 AM CabFrameSlabOpt(v01).r3d X ez Loads: LL Live Load Results for LC 1 Service Green Creek Wood Products JFB 10860 113D 16 in Operators Cab ((-�516k 034k .064k 1.24k �Ft3D_N1t3D_r 5 121I 06811 N5 'N6 Sept 8 2010 at 8 38 AM CabFrameSlabOpt(v01).r3d NM I OM 1 NM NM M MI 11111 I MN NE 1•11 111111 11111 N MI N I MI IIIII OM MI NM ,X Loads: ELX Earthquake Load X Results for LC 1 Service Green Creek Wood Products JFB 10860 N8 1.962k .011k \rsD_N3 .027b .0 1.0071 1.962k D_N1 16 in Operators Cab N7 2.34'_k .009k D_■ T .038 2.3 108k D_N 5 ors, N5 N6 Sept 8 2010 at 8 39 AM CabFrameSlabOpt(v01).r3d Loads: ELZ Earthquake Load Z Results for LC 1 Service Green Creek Wood Products JFB 10860 wT[u Qom t`t 2.013k 0: D_N3 16 in Operators Cab 1.284k 047k N7 2.01 Ik DIN 1 749k 1 741 k 02; k___f'. .991K 8D_N1 D1N5 .049k 45 N6 Sept 8 2010 at 8 40 AM CabFrameSlabOpt(v01).r3d MI MIN NE NM NM MO NM MN OM MI Mil NI NM MEM MN MN 111111 1E11 Nit TXi ,Z Loads: WLX Wind Load X Results for LC 1 Service Green Creek Wood Products JFB 10860 N8 1.874k tl_ .009k 4t3 N3 .0061 2.364k 02; k 8D_N1 .98114 N5 16 in Operators Cab 1.0 1.95( k D t 7 N7 -2.4 6k .)36k 1178D_N 5 06 Sept 8 2010at840AM Ca bF rameSlabOpt(v01). r3d X Loads: WLZ Wind Load Z Results for LC 1 Service Green Creek Wood Products JFB 10860 IVES"" 2.184k .01 :k i\ i3D_N3 2.256k 01 'k ,T1 D_N1 .014 N5 16 in Operators Cab .972k .997k N7 1 47E t 3D_N 7 .012k 1.54E 3D_I` 5 N6 Sept 8 2010at840AM CabFrameSlabOpt(v01). r3d MN I r I OM OM MI I E MI r NM ill Company Green Creek Wood Products Designer JFB Job Number 10860 Global INumber of Beam's Sections 15 Suggested Mesh Size (ft) I 2 I'Default Soil Modulus(k/ftA3) I 100 IDefault Soil Bearing (ksf), (Net Allowable) I 3 !Mx lnte rattois ;W:7 Merge Tolerance (in) I .12 No of Shear Regions I 4 Shear R Min 1 Bar Dia Spacing for Beams I No ColtiereteStre'S'Bitiek:1: Parabolic Concrete Rebar Set I ASTM A615 C.0 ifCrefe:',C6.66-niVF,P.' r2 0 0:5.e,'Art34 Overturning Safety Factor 11 5 Check 'aciii Crete i tic)P yYes Include Self Weight and Overburden in DL I Yes Concrete fc (ksi) I 3 C'OriZe.ele:.Eakgirit I 4000 Steel fv (ksi) I 60 Min iriiiirrISteeli:::.:111er,: Ti0:0048W160. Maximum Steel I 0 0075 Footing Top Bar Cover (in) I 3 5. Footing Bottom Bar Cover (in) I 3 5 :PertleSta I: Bail' Size 4 #3 Pedestal Bar Cover (in) I 1 5 Pedestal Tie Size I #3 L Concrete Properties Label E Iksil 1 I Conc3000NW I 3156 I f :N. 7. I 3 I Conc4000NW I 3644 I 4T;1 t6iC30.001AAMail;:r5N5208617;;:il 1 5 I Conc3500LW I 2252 I L Conc4000LW I 4408'1 I General Design Parameters III Label Typical Slab Rebar Parameters Label Too Bar Botto... Max T... Min Too Bar. Max Bot Ba...Min Bot Bar...Soacino Inc...Side Coverri... Slab Reber at Mid-Deoth? 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CI`9 7 c a 9 I ELZ (d)I Yes I I I DL I I 1 I I .t:.. ..,,,,ft 97 A I I I I 1 1 1 1 1 I Desian Cuts Operators Cab Label Deakin Rule No Data to Print Sept 8 2010 9`52 Ak1 Checked By• RISAFoundation Version 2.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOpt(v01) r3d] Page 69 Company Green Creek Wood Products Designer JFB Job Nlumber 10860 Desian Strips Operators Cab Sept 8, 2010 9 AM Checked By Label nouu xno��om*' m"oroeomnouts Desian Rule 1 DS1 90 50 Typical Design Cut Results Label UC Too UC Bot Shear UC pxnmnzrvoi phnmnzBon' Pxrv"vml TooFlexaamaommWFwv Strim Reinforcina Label Too Bars Governina Too Section Bat Bars/Mid Bars Governina Bot Section I. 1 I DS1 #412in DS1 X26 DS1X17 ��VZsIZ: FU8AFoundodon Version 2.O3 [T\ \Ca|co_8bun\Oparoborooab\CabFnameS|abOpt(vO1).r3d Page 70 x .z Results for LC 53 D+ 7Wx+ 7Wz Green Creek Wood Products JFB 10860 'N8 N7 1R3D_N3 1R3D N 7 Operators Cab #4 tl2in(T) E m iv #4( 444in (B) a K3D_N1 13D5 N5 tJ6 Sept 8 2010 at 9 51 AM CabFrameSlabOpt(v01).r3d Results for LC 11 ■SCE 5 (a (a) Green Creek Wood Products JFB 10$60 `1.45 I Sept 8 2010 at 8 47 AM Ca bFrameS 1 a bO p t(v01)•r3d MIS WO WI NIS MI6 ION lila WO 110 1111111 ION I Operators Cab Boll Pressure ks1 .63 .56 49 42 .35 xt 26 14 .07 .001 0 MI MN I MI MI MI MO MI I NM .z Results for LC 28, ASCE 6 (c) (b) Green Creek Wood Products JFB 10860 Operators Cab Sept 8 2010 at 8 49 AM CabFrameSlabOpt(v01).r3d Soil Pressure ksf 1.35 1.2 1.05 .9 .75 .6 45 .3 15 .001 0 oZ Results for LC 3, ASCE 1 Green Creek Wood Products JFB 10860 Operators Cab Sept 8 2010 at 8 42 AM CabFrameSlabOpt(v01).r3d Soil Pressure ksf .396 .352 .306 .264 .22 176 132 .088 .044 .001 0 N- r MI i MI MO MI i 11011 i i i i Results for LC 4 ASCE 2 Green Creek Wood Products JFB '1086 Operators Cab gob Pressure ksf 117 1.0 .91 .78 .65 .52 .39 .26 xt 13 .00 0 2010at S 8 t v01)s d CabFrameSlabOp Results for LC 43 ASCE 7 (a) Green Creek Wood Products JFB 10860 `FJ5 Sept8 2010at8.50AM C r r NM rs NO ■r 111111 SIM MIN 1111111 11111 MIN Operators Cab 5 116 soil Pressure ksf .558 496 434 .372 .31 .248 186 124 .062 001 0 E MO OM I MI I Results for LC 5 ASCE 3 (a) Green Creek Wood Products JFB 10860 Operators Cab Sept 8 2010 at 8 44 AM CabFrameSlabOpt(v01).r3d Soil Pressure ksf .396 .352 .308 .264 .22 176 132 .088 .044 .001 0 AX ez Results for LC 53 D+ 7Wx+ 7Wz Green Creek Wood Products JFB 10860 Operators Cab Sept 8 2010 at 9 AM CabFrameSlabOpt(v01).r3d Soil Pressure ksf 702 .624 .546 468 .39 .312 .234 156 .078 .001 0 E E IN011 I I OM MI I I= MI i Results for LC 6, ASCE 3 (b1 Green Creek wood Products JPB 1086 Operators Cab 5 1'1 Soil Pressure ksf .60 I .53 469 402 .33 .266 .201 134 .067 .00 0 I Sept 8 2010 at 8 45 0/1 Ca F eSlabCpt(vp1).r3d r Results for LC 9 ASCE 4 (b) Green Creek Wood Products ,AFB 1086 `i45 Operators Cab 10at Sept 8 20 CabframeSlab°P t va1).r3a Soil Pressure kst 1 17 1.0 ,91 76 .65 .52 ,39 .26 13 .001 0 TECHNICAL Permit S g Address Li 3( ec,lipse, Project description ca S -For o q Date the permit was finaled 05 (3- Number of technical pages )7 avi-e4r) CoL c,kA ccb"ons f 1 1 1 1 BRADFORD Project Job Ref. CONRAD CROIMENGINEERMGCO. A L Green Creek Wood Products Debarker Installation 10860 (a CI 'STFUCTuRf. MECWWCAL ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 Modifications to correct as -built conditions p '-sA BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503 -213 -2013 FAX: 503- 213 -2018 JFB /i a it D Section Sheet no. /rev. Moc c• 1 e e a rirq U.-LA` De S t,$ot° Cve C e Cad l�C G C4V1 ki -y 1 -(10 0- O� 36 Cd� CJeS RECEIVED NOV 182010 r i °50 CITY OF PORT ANGELES BUILDING DIVISION A CONRA D G CONRAD CROWEN6NEERIE6 CO. G CNA•STRUCTuRA.• AECMMICAI ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 -213 -2013 FAX. 503 -213 -2018 M °DI Fi iWz 2' ZI Project Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Rw d-F 4 Cain. by Date Chk'd by Date App'd by Date JFB Modifications to correct as -built conditions W, -=(1) (z) Ce.)( pcx) /7 4e- w2 -ao 7 I w 1 /cS (4' 5 7o,2x 3 r a 2,e) tae l��►s '_c ib o' nits L-r 10' asju ►aE t' ssui A I S i 04e2 C. //11•_ l 4Pc- C 41Q •d P•. 000 Z Job Ref. 5,0 11 ex- IOc 45 1 a C S�.c 1 oK W�c /u G wa� ci00 anal 'v,'9.1Vcn [301)ss' INt Uh *or gi n rc.1e1 bes b oa pq ki /.../e/4441 S Assuoke to 1 I 4 Project Job Ref. WilliMILBIESP- Green Creek Wood Products -Debarker installation 10860 aftlifIllICIIII/L•MECIVAIGI 11011111101111 Section Sheet noJrev. Bradford Conrad Crow Engineering Co. 9926 SW NIMI3US AVE. SUITE 110 Modifications to correct as'bUIIt conditions R 1..),J 2._ BEAVERTON, OR 97008 Cab, by Date CW8 by Date App'd by Date PH 503413-2013 FAX: 503-213-2018 JFB --t IT 7iii S iv giC f fta 1 I i i 1 I I I 0 r fil II 7iS 4/3st 44- ?to" 213 rji_ 4 4-- 42? ;/?eff gosi, AL BRADFORD CONRAD CROW FNGIIIF ENNG CO. OPAL' SIFEISTURM. NE:CIAPIC/L ENQNEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503- 213 -2018 C1 ErJ .LrO/ j e (2.=;) 0 By O 6seui- n w 1-4-160 b 2.I -r tAl Project Section Green Creek Wood Products Debarker Installation Modifications to correct as -built conditions Catc. by Date Chk'd by Date JFB /ov p s V.. /oo (E s z 1 inLZ(t) G L IVIT V 3`> C2 Li -4-V) /©/5 V= 9g? i 1 0 G U 1,1/4)14 612-a _L l.1 '/'-,i- emuRJ 3 Job Ref. Sheet no. /rev App'd by Date 10860 L' o0F7 GU N i S A.DOr�", 'Se J) 9tgr)C.. Loo/ fr AJEt61 -1T 75 )►1J6LE \kl =sgo 4-0! F'= 4 2 3 ?0 cL) 2 e 13S 1 e AL BRADFORD CONRAD WE CROW ENGYIEENN6 CO. Clri'STfUCTIY11L'I* WWC& ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 e •e 1 1 Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions gW 4 Calc. by Date Chk'd by Date Ap by Date JFB e Z H 6 1 N-!6 i-r 3 t.4-1 2 f r.-, L 4 A BRADFORD G CONRAD CROW ENGINEERNG CO. (a CIVIL •STRICTUR MECHAIC& ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 -213 -2013 FAX: 503- 213 -2018 1,7r0,( Std\= S"'►'Q \�'''T�) .94 €S Co G ()ISO 'TO A.h/Eoza.0 V cd Ar rL(asv &t9I 5 perAa. c PLerzcz., )Sb 6v ILGJ -iJ MN j L M .04 DDE:r> tgj2 f'v! 7 7 -S -7'0 7 e caL :a of Mt 6 l-i-Lr 64—cr A s '?k': -e/40 /JCT /i) 1g -in^1N Co 0 h i w' r /N ST, 1.V' fl P 1/A 7.4 /'ti? pJ P/ C..„/;*. r /0f.,34 Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev Modifications to correct as -built conditions b/S. 1 Calc. by Date Chk'd by Date App'd by Date JFB C. MT4P- •cr.t J 'Vo Re-co stA A iwCP Mob lec Q tji C-. €V 0\1.- /L 2 e -y 1 g /14 J).c o i 14-rr 2 ,A .E. Preor 6 j' 42.,ALC ,..4,1_, i (Cot- C,4,P 'c C.- c ..-7 ..5-77 GNG`//-t �Z� MAK1 h 0 0,c. C�.� >C Tt• I t 1 1 1 1 1 1 CONRAD BRADFORD Project Job Ref. L CONM CROW elwlt�eRUG co. Green Creek Wood Products Debarker Installation 10860 CIML'STRJCTURAL'NECNANCJI ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 /-/ss Section Calc. by Date Chk'd by Date App'd by Date JFB C� 3/ 614 j. ILIR7) Lc C 7 cf 0 i- A= Modifications to correct as -built conditions 3 3.1 4S.E P ,'2Z' �csv n P?...frrIAL P er r rH tr- Q0-1- 4 Z. 2 "14 rN L ass. wv.e. 06 hi ;V\ 3/ 0 f!` 3, 3 j c) w ►�cN'Tjaot riCs C36, Sheet no./rev. 11.41 Pe cstl�e�c 'Ivy 1 11/b4 4 1 A k L BRADFORD CONNAD CROW EN6BIEERI'6 CO. G CM. ENGINEERS Bradford Conrad Crow Engineering Co 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 1,J I C i' J c e S.77-4 a 1L LZ N E-cr o f 7L� iv /0 v -7 2 C t C.z-t c lk JEJ3 e UCHLrN (.0 191etel 7,1 F' N; 3 I G� 2 F fa 1t g, w5 1- S Project Green Creek Wood Products Debarker Installation Section Modifications to correct as -built conditions Calc. by Date Chk'd by Date JFB (s( 0( 3 Job Ref. 10860 Sheet no. /rev. App'd by Date a N ts' 1 (go)(44, d s' .-2-6s)(3-7)1 )41( 51( 3 7) 1.7 V •r I 7 o OL 1 1 1 1 1 1 1 1 g c 4J-e /t4,: ,),/7:42 i/b) 1 1 1 1 A k BRADFORD R DR0 C F CR0WENGINEERIIGFo. CIMI'STRICTUR0.'MECIWMCR ENgNEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions I�� 4 Calc. by Date Chk'd by Date App'd by Date JFB 411. S 1 5WA tJC /'C ru' T aer G 114 2 4 ,7) c9)6;>' /a p �L z .S 1 9, 6S�.Ar O p i.v is i Green Creek Wood Products JFB 10860 Barker Support Unity values Nov 9 2010 at 11 AM BarkerFrameOpt5M at(v03). r3d INS all all MI all an an I all 11111 MN all M A L BRADFORD CONRAD CROW ENGINE E RISC CO. G CM.' S1Ii1CTURA• NECNANCII ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX. 503- 213 -2018 t (N Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet rio. /rev. Modifications to correct as -built conditions Calc. by Date Chk'd by Date App'd by Date JFB 3Q a 3 4" 4l Ks". 5 6= 4- K sa K5z H 8 Ps c 4 s ,149 2 33 fi awe 0 ,5 o slat a /2( 140 �2 /6; /,5D ANN I ''(izpt) cc>uuecT1a,4 qt s c 36 _c tl 2 AS S O V Bp" //,4G ®L BRADFORD Project Job Ref. CONRAD UH ENCFRFl6 Green Creek Wood Products Debarker Installation 10860 CM_ S1RUCTURA.. NECHA MCM- ENCANEERS Section Sheet no. /rev. Bradford Conrad Crow Engineering Co. Modifications to cotrect as -built conditions 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 Cale. by Date Chk'd by Date App'd by PH 503 213 -2013 FAX: 503 -213 -2018 JFB At, 4 U (f 4- /Sty F 27,z /o «14) 0 '3 C. °s'V CHO 3 4' X349 rarx,L ZS l 75 CE/5, Q tt�� .-.14 01 C_ 8 14 >O, oV. 44, 942 -j- 4 4 1 s o C- ws ale' S q s1'1 b "7 9 -E2 P /ci ,r-- 4 /(,-ti) J Q 144 *5 0 ,'S> .4 ,'S 0 (D s AL BRADFORD CONRAD CROWS WINE RING CO. CM. S RJCTUTA NECIWECK ENGINEERS Project Green Creek Wood Products Debarker Installation Section Sheet no. /rev. Bradford Conrad Crow Engineering Co. p 9925 SW NIMBUS AVE. SUITE 110 Modifications to correct as -built conditions 0 BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503 213 -2013 FAX: 503 213 -2018 JFB .10 (5\_ /3O' 3i OK- 7,0+3 b S 14eve d. 1711 d S Wilt- 5 :2 2 Pee Pee,' r G 5 Cg 44 4 21 a 14 6) 141)(a) 5),4 "Z RI= C >>/s,1,3a 45 3/ ti of G) s Lt. L\ Nil /to chec L ,3 /,0 Loydi '�t��,►ns d --D U$ .4134 Pr 9-L.5 {bJ, _s--24, 6e51 8 /4 t—L Pde ca,*0_ a .4.. 0, 9 WI I�ee.� GQrt4 sr Job Ref. 10860 AL BRADFORD CONRAD CROW ENGINE ERAIG t0. Li OW. ST RUCTIAIR'1ECHUECX ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503- 213 -2013 FAX: 503 213 -2018 •A X 25 �a C)2.1 6, Das t Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions Calc. by Date Chk'd by Date App'd by Date JFB llS•S gV t LT .ANT l.��L• or lL „Vs?. L 3 z, 1 /./..1.3 .604- G x2o CC....) 6 1 5 r. s1 c IC) IJo_ e /4'4: P c r♦ oU 2:=ItN1 oc)• b s "Dm sKCA,st) gr 17 P 4-7,1 STRuGTtJl1L Wtt.L veva. a-v AJ I -•..STIC rocs 7 �Q� w ,r- G 4 /,c 4 .5 Go Ptbu ='c `crs�° E *as e Praft *I Se (7 p4 P"Cf oS cJ 961e. roc. 'r.,r v.! c$ E- G`, d •LreaC c o 1 v vtAHZ. ?e..c» 1 1 1 AL BRADFORD CONRAD CROW ENGINEERING CO. CIVIL•S JCTLR/. •M OIMICA. FNONFEAS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 e Z9 3 `L o r rte co,N c uvim» 132.142E C4,1-----04 R JL b 17 3 Project Job Re?. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions N -S 2- Calc. by Date Chk'd by Date App'd by Date JFB 3P,4 13. e.6.4_€ 1 51 K (1 s 0 IL 17 J L L /D Co KQ /4 6 L 3 3 -10,1 1 1 "3 )e4 1 s- /4 C 4tt44 76v 11.+4T1 O A\ L BRADFORD CONRAD CROINENGIMEERNG CO. CRA_•SORUC1URA'IECHMECIL ENGINEERS Bradford Conrad Crow Engineering Co 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX: 503 213 -2018 T Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions 0 S Calc. by Date Chk'd by Date App'd by Date JFB O C.AS -re) -#-;2.41‘ ,NA —44—C") '6 J t. 'S� 32't 7K ,a rEr� J 6 P)4 c., w.h Cc/-r- 3(3)(1)-7 0 �t /is a` Corr -or 32 //.5 4 ORAOFONO GROY Project Job Ref. CONRAO YENGINEENELG CO. Green Creek Wood Products Debarker Installation 10860 CIVL' St%CTURA. NECHN'EC A. ENGINEERS Section Sheet no. /rev. Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 Modifications to correct as -built conditions .—A•3 A- BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503 213 -2013 FAX: 503 213 -2018 JFB G 124 ,1 sa =1 U 6 "7-E Z. (bs S, 0 (Je l rer 0 ,04 (9 3) (3) qt.. N� �7t t p 31 %6 3.2s 9 25 c3,75 7s K-. 93(2) A BRADFORD NRAD Project Job Ref. CONf1AD C G,NFEaN6 co. Green Creek Wood Products Debarker Installation 10860 CMt•STFUCTURII ENtlNEEAS Section Sheet no. /rev. Bradford Conrad Crow Engineering Co. Modifications I 9925 SW NIMBUS AVE. SUITE 110 fications to correct as -built conditions CA S BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503 -213 -2013 FAX: 503- 213 -2018 JFB i (J( Z Cod s 4a( 1 es '7 -O �'bccc 0 2 b Z. b 662) 4 4 11 8? 145-1 piece /26 4 rSD M 7 Z2. (4 0 Spud 561 rip 0lL 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Joint Coordinates and Temperatures 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Primary Data 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Label M1 M3 M4 M6 M7 M9 M10 M8 M9A M1 0A M11 M13 M16 M19A M20A M21 M22 M23 M24 M25 M26 M27 M28 M27A M28A M29 M30 M31 M32 M33 Label N1 N2 N3 N4 N5 N6 N7 N8 Ng N10 N12 N13 N13A N14 N15 N16 N17 N18 N19 N20 I Joint J Joint N1 N19 N2 N4 N3 N17 N2 N6 N5 N20 N6 N8 N7 N18 N8 N4 N4 N9 N8 N10 N10 N9 N8 N12 N12 N13 N14 N13A N16 N15 N10 N14 N14 N16 N9 N13A N13A N15 N17 N4 N18 N8 N18 N14 N17 N13A N5 N18 N18 N6 N1 N17 N17 N2 N19 N2 N20 N6 N20 N18 X [ft] 0 0 7.75 7.75 0 0 7.75 7.75 10.25 10.25 7.75 12.25 12.25 12.25 14.25 14.25 7.75 7.75 0 0 K Joint Operators Cab Support Steel Y4ftl 0 12.5 0 12.5 0 12.5 0 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 8 8 8 Rotate(deg) Section /Sha Cols Beams Cols Beams Cols Beams Cols Beams Beams Beams C6X8.2 C6X8.2 C6X8.2 Beams C6X8.2 Beams Beams Beams Beams Cols Cols Braces Braces Braces Braces Braces Braces Cols Cols Braces Z lftl 0 0 0 0 8.75 8.75 8.75 8.75 0 8.75 11.75 11.75 0 8.75 0 8.75 0 8.75 0 8.75 Temp [F1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nov 5, 2010 10:23 AM Checked By oe T e Des List Material ColumnlWide Flanael A992 Beam (Wide Flangel A36 Gr.36 ColumnlWide Flanael A992 Beam Wide Flanael A36 Gr.36 ColumnlWide Fiancel A992 Beam IWide Flanael A36 Gr.36 ColumnlWide Flanael A992 Beam IVVide Flannel A36 Gr.36 Beam Wide Flanael A36 Gr.36 Beam Wide Flanae A36 Gr.36 Beam I Channel A36 Gr.36 Beam 1 Channel A36 Gr.36 Beam I Channel A36 Gr.36 Beam Wide Flanae Beam Channel Beam Wide Flange Beam Wide Flange Beam Wide Fiance Beam Wide Flange C olumn Wide Flange C olumn Wide Fiance VBracelWide Flange VBracelWide Flange VaracelWde Flange VBracelWide Flange VBracelWide Flange VBracelWide Flame CQIumnIWj 1e Flange Typica C olumnlWide Flange A992 T ica VBracelWide Flange A36 Gr.36 Typica A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A992 A992 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 Gr.36 A992 Detach From Diao... Desian Rules Tunica Typica Tvoica Tvpica Tvoica Tynica Tvoica Tvoica Tvoica Tvoica Tvpica Typica Tvpica Typica Tvoica Typica Tvoica Tvoica Tvpica Tvoica Tvoica Ti Tvoica Typi Tvoica _mica Tvoica RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 62 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:23 AM Job Number 10860 Operators Cab Support Steel Checked By Member Primary Data (Continued) Label I Joint J Joint 31 M34 N18 N17 32 M35 N17 N19 33 M36 N19 N20 34 M35A N3 N18 35 M36A N18 N4 36 M37 N1 N20 37 M38 N20 N2 38 M38A N13 N14 Basic Load Cases 1 2 3 4 5 6 7 BLC Descriotion D L S Wx Wz Ex Ez Cateaory DL LL SL WLX WLZ ELX ELZ K Joint Rotate(dea) Section /Shane Braces Braces C6X8.2 Braces Braces Braces Braces C6X8.2 X Gra... Y Gra... Z Gray... Joint -1 I 1 1 1 I 2 I 2 .256 I 2 .256 4 Tvoe Desion List Material Design Ru VBracelWfde Flanae A36 Gr.36 Tvoica VBracelWfde Flanae A36 Gr.36 TvDica Beam I Channel A36 Gr.36 Tvoica VBracelWfde Flanae A36 Gr.36 Tvnica VBracelWfde Flanae A36 Gr.36 Tvoica VBracelWfde Flanae A36 Gr.36 Tvnica VBracelWfde Flange A36 Gr.36 Tvoica Beam I None A36 Gr.36 Tvoica Joint Boundary Conditions Joint Label X fk/inl Y fk/inl Z fk/inl X Rot.fk- ft/radl Y Rot.fk- ft/radl Z Rot.fk- ft/radl 11 I N5 I Reaction I Reaction I Reaction I 12 I N1 I Reaction Reaction I Reaction I I, 13 I N3 I Reaction Reaction I Reaction I 14 I N7 I Reaction I Reaction I Reaction I General Section Sets Label Shaoe Tvoe Material A fin21 Ivy fin41 Izz fin41 J fin41 1 I GEN1A RE4X4 Beam I gen_Conc3NW I 16 I 21.333 I 21.333 I 31.573 I 1 2 I RIGID I None I RIGID I 1e +6 I 1e +6 1e +6 I 1e +6 I Hot Rolled Steel Section Sets Label Shane Tvoe Desian List Material Desian Rules A fin21 Ivy fin41 Izz fin41 J fin41 11 I Beams I W6X15 I Beam I Wide Flange I A36 Gr.36 I Tvoical I 4.43 I 9.32 I 29.1 I .1 I I 2 I Cols I W6X15 I Column I Wide Flange I A992 I Tvnical I 4.43 I 9.32 I 29.1 I .1 I 13 I Braces I LL3X2X3X3 I VBrace Wide Flange I A36 Gr.36 Tvoical I 1.8 I 1.391 I 1.68 I .021 I Point 1 1 1 2 Footina es Distrib...Area (Memb... Surface (PI.. 8 7 8 4 4 2 2 Joint Loads and Enforced Displacements (BLC 1 D) Joint Label L.D.M Direction Maanitudef(k.k -ft). (in.rad). (k *s ^2 /f... 11 I N8 I L I Y I -.5 1 Joint Loads and Enforced Displacements (BLC 2 L) Joint Label L.D.M Direction Maanitudef(k.k -ft). lin.radl. (k *s ^2 /f... 1 1 I N8 I L I Y I -3 I Joint Loads and Enforced Displacements (BLC 3 5) Joint Label L.D.M Direction Maanitudef(k.k -ftl. (in.rad). (k *s ^2 /f... 11 I N8 I L I Y I -.75 I RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 63 1 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:23 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Loads and Enforced Displacements (BLC 4 Wx) Joint Label I_.f).M Direction Maa_nitudef(k.k -ftl. (in radl. (k *s ^2 /f... I 1 I N6 I L I X I 1 I 1 2 I N2 I L I X I 1 I Joint Loads and Enforced Displacements (BLC 5 Wz) Joint Label I_ D.M Direction Maa_nitudef(k.k -ft). (in.radl. (k *s ^2 /f... 11 I N2 I L I Z I 1 I 12 I N4 I L I Z I 1 I Joint Loads and Enforced Displacements (BLC 6 Ex) Joint Label I_.f).M Direction Maanitudef(k.k -ftl. (in rad). (k *s ^2 /f... 11 I N6 I L I X I 1 I 12 I N7_ I L I X I .8 I Joint Loads and Enforced Displacements (BLC 7 Ez) Joint Label L D M Direction Maanitudef (k.k- fk(in.radljk *s ^2 /f.. I 1 I N2 I L I 7 I .8 I 12 I N4 I L I Z I 1 I 13 I N2 I L I Y I .36 I 14 1 N4 I L I Y I .36 I Member Distributed Loads (BLC 1 D) 1 2 3 4 5 6 7 8 Member Distributed Loads (BLC 2 L) 1 2 3 4 5 6 7 Member Label M6 M8 M10A M16 M8 M11 M19A M20A Member Label M6 M8 M11 M10A M16 M19A M20A Member Label 1 I M6 2 I M8 3 I M8 14 I M11 5 1 M16 6 M10A 7 M19A 8 I M20A Direction Y Y Y Y Y Y Y Y Direction Y Y Y Y Y Y Y Member Distributed Loads (BLC 3 S) Direction Y Y Y Y Y Y Y Start Maa_ nitudefk/ft.... End Maa nitudefk/ft.d... -.2 -.2 .2 .2 -.02 .02 .02 .02 -.03 -.02 -.03 -.03 .03 -.03 .03 -.03 Start Maanitudefk/ft End Magnitude[k/ft.d... -.24 -.24 .44 -.44 -.2 -.2 -.15 -.15 -.15 .15 -.2 -.2 -.2 -.2 Start Maanitudefk/ft.... End Maanitudefk/ft.d... -.113 -.113 -.05 05 -.05 -.05 -.05 -.05 -.113 -.113 -.05 -.05 -.05 .05 -.05 -.05 Start Location[ft. End Locationfft. 0 0 0 0 O 0 O 0 0 0 0 0 O 0 O 0 Start Location[ft.%1 0 0 0 0 0 0 0 Start Locationfft. %1 0 0 0 0 0 0 0 0 End Locationfft 0 0 0 0 0 0 0 End Locationfft. %1 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T I. \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3dj Page 64 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:23 AM Job Number 10860 Operators Cab Support Steel Checked By Member Distributed Loads (BLC 4 Wx) Member Label Direction Start Maanitudefk/ft.... End Maanitudefk /ft.d... Start Locationfft. %1 End Locationfft. %1 I 1 I M6 I Y I .125 I .125 I 0 I 0 12 I M8 Y -.125 I -.125 0 0 13 I M6 Y .056 .056 0 0 14 I M8 I Y .056 I .056 0 0 Member Distributed Loads (iBLC 5 Wz) Member Label Direction Start Maanitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 End Locationfft. %1 1 1 I M6 I Y I .081 I .081 I 0 I 0 12 I M8 I Y I .081 I .081 I 0 I 0 1 3 I M6 I Y I .3 I -.3 I 0 I 0 14 I M8 I Y I .3 I .3 I 0 I 0 Member Distributed Loads (iBLC 6 Ex) Member Label Direction Start Maanitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 End Locationfft. %1 I I I M6 I Y 1 .09 I .09 I 0 I 0 12 I M8 I Y I -.09 I -.09 I 0 I 0 I Member Distributed Loads (iBLC 7 Ez) Member Label Direction Start Maonitudefk/ft.... End Maanitudefk/ft.d... Start Locationfft. %1 End Locationfft. %1 1 I M1 I Y I 0 I 0 I 0 I 0 12 I M31 I Y I 0 I 0 I 0 I 4.5 Load Combinations Descriotion Sol... PDelta 1 ASCE 1 IYes 2 ASCE 2 IYes 3 ASCE 3 (a) IYes 4 ASCE 3 (b) IYes 5 ASCE 3 (c) IYes 6 ASCE 4 (a) IYes 7 ASCE 4 (b) IYes 8 ASCE 4 (c) IYes g ASCE 5 (a) a)IYes 10 ASCE 5 (a) (b)IYes 11 ASCE 5 (a) (c)IYes 12 ASCE 5 (a) (d)IYes 13 ASCE 5 (b) a)IYes 14 ASCE 5 (b) b)IYes 15 ASCE 5 (b) (c)IYes 16 ASCE 5 (b) (d)IYes 17 ASCE 6 (a) (a)IYes 18 ASCE 6 (a) b)IYes 19 ASCE 6 (a) c)IYes 20 ASCE 6 (a) d)IYes 21 ASCE 6 (b) a)IYes 22 ASCE 6 (b) b)IYes 23 ASCE 6 (b) c)IYes 24 ASCE 6 (b) (d)IYes 25 IASCE 6 (c) a)IYes 26 (ASCE 6 (c) (b)IYes 27 (ASCE 6 (c) (c) Yes 28 !ASCE 6 (c) (d) Yes 29 IASCE 6 (d) (a) Yes SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Facto DL 1 DL 1 LL 1 LLS 1 DL 1 RLL 1 DL 1 SL 1 DL 1 RL 1 DL 1 LL .75 LLS .75 RLL .75 DL 1 LL .75 LLS .75 SL .75 DL 1 LL .75 LLS .75 RL .75 DL 1 WLX 1 DL 1 WLZ 1 DL 1 IWLX -1 DL 1 WLZ -1 DL I 1 ELX .7 DL 1 ELZ .7 DL 1 ELX -.7 DL 1 ELZ DL 1 WLX .75 LL .75 LLS .75 RLL .75 DL 1 IWLZ .75 LL .75 LLS .75 RLL .75 DL 1 WLX .75 LL .75 LLS .75 RLL .75 DL 1 IWLZ -.75 LL .75 LLS .75 RLL .75 DL 1 IELX .525 LL .75 LLS .75 RLL .75 DL 1 IELZ .525 LL .75 LLS .75 RLL _75 DL 1 IELX .525 LL .75 LLS .75 RLL .75 DL 1 I ELZ .525 LL .75 LLS .75 RLL .75 DL 1 WD( .75 LL .75 LLS .75 SL .75 DL 1 IWLZ .75 LL .75 LLS .75 SL .75 DL 1 tNLX .75 LL .75 LLS .75 SL .75 DL .1 IWLZ .75 LL .75 LLS .75 SL- .75 DL 1 IELX .525 LL .75 LLS .75 I SL .75 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 65 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Load Combinations (Continued) Descriotion Sol.. PDelta SRSS 30 (ASCE 6 (d) (b) Yes 31 ASCE 6 (d) (c) Yes 32 ASCE 6 (d) d) Yes 33 ASCE 6 (e) a)Yes 34 ASCE 6 (e) b)Yes 35 ASCE 6 (e) (c) Yes 36 ASCE 6 (e) d Yes 37 ASCE 6 (f) (a) Yes 38 ASCE 6 (f) (b) Yes 39 ASCE 6 (f) (c) IYes 40 ASCE 6 (f) d)IYes 41 ASCE 7 (a) IYes 42 ASCE 7 (b) IYes 43 ASCE 7 (c) IYes 44 ASCE 7 (d) IYes 45 ASCE 8 (al IYes 46 ASCE 8 (b) IYes 47 ASCE 8 (c) IYes 48 ASCE 8 (d) IYes 49 ACI 9-1 IYes 50 ACI 9 -2 (al IYes 51 ACI 9 -2 (b) Yes 52 ACI 9 -2 (c) Yes 53 ACI 9 -3 (a) Yes 54 ACI 9 -3 (b) Yes 55 ACI 9 -3 (c) Yes 56 ACI 9 -3 (d) (a) Yes 57 ACI 9 -3 (d) (b) Yes 58 ACI 9 -3 (d) (c) Yes 59 ACI 9 -3 (d) (d) YeS 60 ACI 9 -3 (e) (a) Yesl 61 ACI 9 -3 (e) (b) Yes 62 ACI 9 -3 (e) (c) Yes 63 ACI 9 -3 (e) (d) Yes 64 ACI 9 -3 (f) (a) Yes 65 ACI 9 -3 (f) (b) Yes 66 ACt 9 -3 (f) (c) Yes 67 ACI 9 -3 (f) (d) Yes 68 ACI 9-4 (a) (a) Yes 69 ACI 9-4 (a) (b) Yes 70 ACI 9 -4 (a) (c) Yes 71 ACI 9-4 (a) (d)IYes 72 ACI 9-4 (b) a)IYes 73 ACI 9-4 (b) (b) Yes 74 ACI 9-4 (b) (c) Yes 75 ACI 9-4 (b) d) Yes 76 ACI 9-4 (c) (a) 77 ACI 9-4 (c) (b) Yes 78 ACI 9-4 (c) c 79 ACI 9-4 (c) (d) Yes 80 ACI 9-5 81 ACI 9 -5 (b) Yes 1 82 ACI 9 -5 (c) IYes 83 ACI 9 -5 (d) Yes 84 ACI 9-6 (a) Yes 85 ACI 9-6 (b) IYes 1 BLC DL DI_ DL DL DL DL Dl DL DL DL DL DL DL DL DL DL DL Dl DL DI nl_ DL DL DL DL DL DL DL DL DL DL DL DL DI DL DL Ill DL DL DL DL DL DL DL DL DL DL DL DL DI DI_ DL DL DL DL DL Factor BLC 1 ELZ 1 ELX 1 ELZ 1 M►LX 1 WLZ 1 WLX 1 WLZ 1 ELX 1 ELZ 1 ELX 1 ELZ .6 WLX .6 WLZ .6 WLX .6 .6 .6 .6 .6 1.4 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 12 1.2 1.2 WLZ ELX ELZ ELX ELZ LL LL LL RLL SL RL RLL RLL RLL RLL SL SL SL SL RL RL RL RL 1.2 WLX 1.2 WLZ 1.2 WLX 1.2 WLZ 1.2 WLX 1.2 WLZ 1.2 WLX 1.2 WLZ 1.2 WLX 1.2 WLZ 1.2 NVLX 1.2 IWLZ 1.2 IELX 1.2 IELZ 1.2 IELX 1.2 IELZ 9 IWLX 9 IWLZ Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor .525 LL .75 LLS .75 SL I .75 .525 LL .75 LLS .75 SL .75 .525 LL .75 LLS .75 SL I .75 .75 LL .75 LLS .75 RL .75 .75 LL .75 LLS .75 RL I .75 -.75 LL .75 LLS .75 RL .75 .75 LL .75 LLS .75 RL .75 .525 LL .75 LLS .75 RL .75 .525 LL .75 LLS .75 RL .75 .525 LL .75 LLS .75 RL .75 .525 LL .75 LLS .75 RL .75 1 1 1 -1 .7 7 .7 -7 1.6 1.6 1.6 1.6 1.6 RLL SL RL I_L LL 1.6 LL 1.6 WLX 1. 6 WLZ 1 WLX 1.6 WLZ 1.6 WLX 1.6 WLZ 1.6 WLX 1.6 WLZ 1.6 WLX 1.6 WLZ 1.6 WLX 1.6 1.6 1.6 -1.6 -1.6 1.6 1.6 1.6 -1.6 WLZ LL LL LL LL .5 .5 .5 1 1 1 8 .8 -.8 -.8 .8 .8 -.8 -.8 8 .8 .8 -.8 1 1 1 1 LLI 1 LLI 1 LLI 1 RLL RLL RLL RLL SL SL SL SL 1 1.6 LL -1.6 LL I -1.61 LL 1 1 I LL 1 LL -1 1 LL 1 -1 ILL I 1.6 I I 1.6 1 I R L 1 RL 1 SL 1 SL 1 SL 1 SL 1 5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .2 .2 .2 I .2 I Nov 5 2010 10:23 AM Checked By RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 66 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:23 AM Job Number 10860 Operators Cab Support Steel Checked By Load Combinations (Continued) 86 87 88 89 90 91 Description Sol... AC 9-6 (cl IYes AC 9-6 (dl IYes AC 9 -7 (al IYes AC 9 -7 (b) IYes AC 9 -7 (c) IYes AC 9 -7 (dl !Yes PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor IDL IDL IDL IDL I DL IDL .9 WLX -1.6 .9 IWLZ -1.6 .9 I ELX 1 .9 IELZ 1 .9 IELX -1 .9 IELZ -1 Load Combination Desian Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Masonry 1 ASCE 1 .9 I Yes Yes Yes Yes Yes 2 ASCE 2 Yes Yes Yes Yes Yes 3 ASCE 3 (al 1.25 Yes Yes Yes Yes Yes 4 ASCE 3 (b) 1.15 Yes Yes Yes Yes Yes 5 ASCE 3 (c) 1.15 Yes Yes Yes Yes Yes 6 ASCE 4 (al 1.25 Yes Yes Yes Yes Yes 7 ASCE 4 (bl 1.15 Yes Yes Yes Yes Yes 8 ASCE 4 (c) 1.15 Yes Yes Yes Yes Yes 9 ASCE 5 (a) (a) 1.6 Yes Yes Yes Yes Yes 10 ASCE 5 (a) (b) 1.6 Yes Yes Yes Yes Yes 11 ASCE 5 (a) (c) 1.6 Yes Yes Yes Yes Yes 12 ASCE 5 (a) (d) 1.6 Yes Yes Yes Yes Yes 13 ASCE 5 (b) (a) 1.6 Yes Yes Yes Yes Yes 14 ASCE 5 (b) (b) 1.6 Yes Yes Yes Yes Yes 15 ASCE 5 (b) (c) 1.6 Yes Yes Yes Yes Yes 16 ASCE 5 (b) (d) 1.6 Yes Yes Yes Yes Yes 17 ASCE 6 (a) (a) 1.6 Yes Yes Yes Yes Yes 18 ASCE 6 (a) (b) 1.6 Yes Yes Yes Yes Yes 19 ASCE 6 (a) (c) 1.6 Yes Yes Yes Yes Yes 20 ASCE 6 (a) (d) 1.6 Yes Yes Yes Yes Yes 21 ASCE 6 (b) (a) 1.6 Yes Yes Yes Yes Yes 22 ASCE 6 (b) (b) 1.6 Yes Yes Yes Yes Yes 23 ASCE 6 (b) (c) 1.6 Yes Yes Yes Yes Yes 24 ASCE 6 (b) (d) 1.6 Yes Yes Yes Yes Yes 25 ASCE 6 (c) (a) 1.6 Yes Yes Yes Yes Yes 26 ASCE 6 (c) (b) 1.6 Yes Yes Yes Yes Yes 27 ASCE 6 (c) (c) 1.6 Yes Yes Yes Yes Yes 28 ASCE 6 (c) (d) 1.6 Yes Yes Yes Yes Yes 29 ASCE 6 (d) (a) 1.6 Yes Yes Yes Yes Yes 30 ASCE 6 (d) (b) 1.6 Yes Yes Yes Yes Yes 31 ASCE 6 (d) (c) 1.6 Yes Yes Yes Yes Yes 32 ASCE 6 (d) (d) 1.6 Yes Yes Yes Yes Yes 33 ASCE 6 (e) (a) 1.6 Yes Yes Yes Yes Yes 34 ASCE 6 (e) (b) 1.6 Yes Yes Yes Yes Yes 35 ASCE 6 (e) (c) 1.6 Yes Yes Yes Yes Yes 36 ASCE 6 (e) (d) 1.6 Yes Yes Yes Yes Yes 37 ASCE 6 (f) (a) 1.6 Yes Yes Yes Yes Yes 38 ASCE 6 (f) (b) 1.6 Yes Yes Yes Yes Yes 39 ASCE 6 (f) (c) 1.6 Yes Yes Yes Yes Yes 40 ASCE 6 (f) (d) 1.6 Yes Yes Yes Yes Yes 41 ASCE 7 (al 1.6 Yes Yes Yes Yes Yes 42 ASCE 7 (b) 1.6 Yes Yes Yes Yes Yes 43 ASCE 7 lc) 1.6 Yes Yes Yes Yes Yes 44 ASCE 7 (dl 1.6 Yes Yes Yes Yes Yes 45 ASCE 8 (al 1.6 Yes Yes Yes Yes Yes Footinas RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 67 s 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:23 AM Job Number 10860 Operators Cab Support Steel Checked By Load Combination Desian (Continued) 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 Description ASIF ASCE 8 (b) ASCE 8 (c) ASCE 8 (d) ACI 9 -1 ACI 9 -2 (a) ACI 9 -2 (b) ACI 9 -2 (c) ACI 9 -3 (a) ACI 9 -3 (b) ACI 9 -3 (c) ACI 9 -3 (d) (a) ACI 9 -3 (d) (b) ACI 9 -3 (d) (c) ACI 9 -3 (d) (d) ACI 9 -3 (e) (a) ACI 9 -3 (e) (b) ACI 9 -3 (e) (c) ACI 9 -3 (e) (d) ACI 9 -3 (f) (a) ACI 9 -3 (f) (b) ACI 9 -3 (f) (c) ACI 9 -3 (f) (d) ACI 9 -4 (a) (a) ACI 9 -4 (a) (b) ACI 9-4 (a) (c) ACI 9-4 (a) (d) ACI 9 -4 (b) (a) ACI 9 -4 (b) (b) ACI 9-4 (b) (c) ACI 9 -4 (b) (d) ACI 9-4 (c) (a) ACI 9-4 (c) (b) ACI 9 -4 (c) (c) ACI 9-4 (c) (d) ACI 9 -5 (al ACI 9 -5 (b) ACI 9 -5 (c) ACI 9 -5 (d) ACI 9-6 (a) ACI 9-6 (b) ACI 9 -6 (c) ACI 9-6 (d) ACI 9 -7 (a) ACI 9 -7 (b) ACI 9 -7 (c) ACI 9 -7 (d) CD ABIF 1.6 1.6 1.6 Service Hot Rolled Cold Formed Wood Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Concrete Yes Yes Yes Yes Yes Yes Yes Yes Yes YeS Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes_ Yes Yes Yes Yes Yes Masonry Yes Yes Yes Footinas Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 68 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions LC 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 36 36 37 37 38 38 39 39 40 40 41 41 42 42 43 43 44 44 45 45 46 46 47 47 48 48 49149 50 150 51 151 52 52 53 53 54 54 55 155 Joint Label N5 X fkl .006 .015 .006 .01 .006 .013 .015 .013 .989 .015 1.001 -.002 -.919 .053 .931 -.041 -.734 .019 .759 .006 -.681 .048 .706 .023 .731 .022 .762 .009 -.678 .051 .709 .02 -.734 .019 .759 .006 -.681 .048 .706 023 .992 .012 .999 -.005 -.921 .051 .929 -.043 .009 .021 .023 .021 .016 .022 .016 Y fkl 1.156 1.62 1.156 1.483 1.156 1.504 1.749 1.504 -1.228 2.687 3.541 -.375 -.509 2.421 2.822 -.109 -.284 2.652 3.292 .356 .255 2.453 2.753 .555 -.04 2.897 3.537 .601 .5 2.698 2.998 .8 -.284 2.652 3.292 .356 .255 2.453 2.753 .555 -1.691 2.225 3.078 .837 -.971 1.959 2.359 -.571 1.619 2.129 2.293 2.129 1.851 2.373 1.851 Z fkl .006 .018 .006 .011 .006 .015 .019 .015 -.001 .002 .013 .009 .004 -.008 .008 .019 .009 .012 .02 .018 .013 .005 .016 .025 .014 .016 .024 .022 .017 .009 .021 .029 .009 .012 .02 .018 .013 .005 .016 025 -.004 0 .011 .007 .001 -.01 .006 .017 .008 .026 .029 .026 .019 .028 .019 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA 3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 1 1 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 LC 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Joint Label N1 X fkl -.789 014 804 0 -.783 .02 .81 007 789 014 804 0 1.577 .029 1.608 .002 -1.575 .031 1.61 .004 -1.577 029 1.608 .002 1.305 .084 1.338 -.051 -1.587 .019 1.598 -.008 1.316 .073 1.327 -.062 -.014 -.104 -.014 037 014 -.081 -.099 -.081 -1.022 -.022 995 -.005 795 -.06 .768 033 -.838 -.088 676 -.075 Yjkl 52 2.612 3.295 .163 .002 3.135 3.817 .685 -.52 2.612 3.295 .163 1 964 4.301 5.666 598 -1 801 4.464 5.83 -.435 -1.964 4 301 5.666 -.598 462 3.724 4 295 .109 -7, 774 3.49 4 -856 1.409 -1.338 2.848 3.42 -.766 .991 .387 .991 1.072 .991 .538 .599 .538 1.434 -1 749 3.416 3.23 -.481 .274 2.462 2.256 1.781 -1.142 2,357 2.218 Z fkl .001 .004 .013 .01 .01 .013 021 .018 001 .004 .013 .01 .008 .013 .031 025 .01 .016 .033 .027 .008 .013 031 .025 017 001 023 .039 -.006 0 017 .011 002 014 .008 .024 .02 .103 -.02 .045 -.02 .082 -.101 -.082 .02 1.023 019 .984 031 .745 .009 705 .083 -.835 -.082 .67 MX f k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 MZ fk -ftl 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModiffed (v01).r3d] Page 2 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 LC 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 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-1.725 -.119 1.486 -.108 MX fk -ftl MY fk -ftl MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T• \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 3 1 r 1 Company Green Creek Wood Products Nov 5, 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 LC 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Joint Label N3 X fkl YJkl Z fkl MX fk ftl MY fk ftl -.12 -2.999 1.713 0 0 1.508 4.465 106 0 0 092 4.169 1 498 0 0 -1.227 1.501 128 0 0 -.177 1.206 -1.148 0 0 1.005 2 704 096 0 0 045 2.408 923 0 0 -1.626 -2.988 -.019 0 0 .026 -2.692 -1.623 0 0 1.602 4.772 017 0 0 002 4.475 1.588 0 0 -1.128 1.211 034 0 0 078 .915 -1.053 0 0 1.104 2.994 002 0 0 054 2.699 1.018 0 0 001 2.469 008 0 0 028 8.442 065 0 0 .001 2.469 .008 0 0 007 4.175 .023 0 0 001 2.469 .008 0 0 _021 6.948 .051 0 0 .026 8.228 .062 0 0 .021 6.948 .051 0 0 003 4.404 014 0 0 004 .268 983 0 0 0 .534 003 0 0 -.001 4.67 1 0 0 012 3.941 02 0 0 .002 .99 .975 0 0 015 .997 -.003 0 0 0 3.948 .992 0 0 .023 8.4 .055 0 0 .023 5.298 693 0 0 .02 5.497 .047 0 0 .019 8.599 795 0 0 .011 8.052 .059 0 0 022 5.839 687 0 0 .031 5.845 .043 0 0 02 8.058 789 0 0 .027 9.679 .066 0 0 .028 6.577 -.682 0 0 .024 6.776 .057 0 0 024 9.879 .805 0 0 .016 9.332 .07 0 0 _027 7.119 -.676 0 0 .036 7.124 .053 0 0 .025 9.337 .799 0 0 .023 8.4 .055 0 0 023_ 5.298 -.693 0 0 .02 5.497 .047 0 0 .019 8.599 .795 0 0 .011 8.052 .059 0 0 .022 5.839 -.687 0 0 .031 5.845 .043 0 0 .02 8.058 .789 0 0 .003 3.417 .011 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T I. \Calcs_Struc \Operators cab\ CabFrameSlabOptModiffed (v01).r3d] Page 4 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 LC 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 2 3 4 5 6 Joint Label N7 X fkl .003 .001 .002 -.013 .002 .014 0 .002 .044 .047 .044 .028 .038 .028 .003 .003 0 0 .013 .013 .01 .009 .003 .003 0 0 .032 .032 .025 .024 .035 .035 .028 .027 .032 .032 .025 .024 .01 .031 .049 .028 .004 .005 -.002 -.003 -.018 .003 .02 0 .006 .061 .006 .02 .006 .047 Y fkl -.72 -.454 3.683 2.953 .003 .01 2.96 3.457 12.519 13.372 12.519 8.935 11.664 8.935 4.511 1.202 1.415 4.724 7.24 3.931 4.144 7.453 4.511 1.202 1.415 4.724 12.032 5.414 5.839 12.457 12.884 6.266 6.692 13.31 12.032 5.414 5.839 12.457 11.379 7.164 7.174 11.389 5.318 -1.3 -.874 5.744 4.325 .11 .12 4.335 3.648 16.065 3.648 7.112 3.648 12.961 Z fkl -.986 0 .997 .016 -.979 -.006 .989 .012 .101 .108 .101 .067 .089 .067 .015 -.783 .006 .803 .037 -.761 .028 .826 .015 -.783 .006 .803 .076 -1.519 .058 1.653 .083 1.512 .065 1.66 .076 -1.519 .058 1.653 .086 1.335 .054 1.475 .016 1.579 -.001 1.594 .023 -1.397 .008 1.413 .006 ,02 .006 .011 .006 .017 MX fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MY fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 5 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Reactions (Continued) 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 I 327 I 328 I 329 330 331 332 333 334 335 LC 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 Joint Label X fk1 Y�kl Z fki MX fk ftl MY fk -ftl .057 I 15.559 .021 0 0 .047 I 12.961 .017 0 0 .008 5.542 .008 0 0 .004 5.14 _004 0 0 .004 1.753 .003 0 0 .009 2.155 _007 0 0 -.003 5.313 .008 0 0 .004 5.126 -.002 0 0 .015 1.982 .003 0 0 .008 2.169 _013 0 0 .049 14.382 .018 0 0 .046 14.08 .015 0 0 .046 11.54 .015 0 0 .049 11.842 .018 0 0 .04 14.21 .018 0 0 .046 14.07 .011 0 0 .054 11.712 .015 0 0 .049 11.852 .022 0 0 _059 16.98 .022 0 0 .056 16.679 02 0 0 .05F_ 14.139 .019 0 0 .059 14.44 .022 0 0 .051 16.808 .022 0 0 .056 16.668 015 0 0 .064 14.31 .019 0 0 .059 14.45 .026 0 0 .049 14.382 .018 0 0 .046 14.08 .015 0 0 046 11 54 .015 0 0 _049 11.842 .018 0 0 _04 14.21 .018 0 0 .046 14.07 .011 0 0 _054 11.712 .015 0 0 .049 11.852 .022 0 0 .006 4.083 .006 0 0 .001 3.681 .002 0 0 .002 .294 .001 0 0 .006 .696 .005 0 0 -.005 3.854 _006 0 0 _002 3.667 -.004 0 0 .013 .523 .001 0 0 .006 .71 .011 0 0 .009 5.107 .008 0 0 .095 24.246 .03 0 0 .102 25.978 .033 0 0 .095 24.246 .03 0 0 .062 16.795 .021 0 0 .084 22.338 .03 0 0 .062 16.795 .021 0 0 .009 5.893 .008 0 0 .006 5.571 .005 0 0 .006 2.861 .005 0 0 _009 3.183 008 I 0 0 .031 11.436 .018 I 0 0 .027 11114 .015 I 0 0 .028 8.405 .014 I 0 0 Nov 5 2010 10:29 AM Checked By MZ fk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RISA -3D Version 8 0 3 [T X. X. X. \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 6 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 LC 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 351 78 352 79 353 80 81 82 83 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Joint Label Totals: X fkl Y fkl Z fkl MX fk -ftl MY fk -ftl MZ fk -ftl .031 8.726 .017 0 0 0 .009 5.893 .008 0 0 0 .006 5.571 .005 0 0 0 .006 2.861 I .005 0 0 0 .009 3.183 I .008 0 0 0 .066 19.826 I .025 0 0 0 .059 19.183 .019 0 0 0 .059 13.764 .018 0 0 0 .066 14.407 .024 0 0 0 .072 21.558 .028 0 0 0 .065 20.915 .022 0 0 0 .066 15.496 .02 0 0 0 .073 16.139 .027 0 0 0 .066 19.826 .025 0 0 0 .059 19.183 .019 0 0 0 .059 13.764 .018 0 0 0 .066 14.407 .024 0 0 0 .052 19.867 .026 0 0 0 .062 19.6 .012 0 0 0 .078 15.109 .019 0 0 0 .068 15.375 .033 0 0 0 .009 6.314 .009 0 0 0 .002 5.671 .003 0 0 0 .002 .252 .001 0 0 0 .009 .895 .007 0 0 0 -.007 5.662 .008 0 0 0 .003 5.395 -.005 0 0 0 .019 .904 .002 0 0 0 .008 1.17 .015 0 0 0 O 8.264 0 O 26.514 0 0 8.264 0 O 13.841 0 O 8.264 0 O 21.951 0 O 26.135 0 O 21.951 0 -2 7.284 0 O 6.846 -2 2 9.244 0 O 9.681 2 -1.729 8.264 0 O 8.264 -1.729 1.729 8.264 0 O 8.264 1,729 -1.5 21.216 0 O 20.888 -1.5 1.5 22.686 0 0 23.015 1.5 -1.297 21.951 0 O 21.951 1.297 1.297 21.951 0 O 21.951 1.297 1.5 25.4 0 0- 25.071 -1.5 1.5 26.87 0 I RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 7 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Reactions (Continued) 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 LC 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 Joint Label )(Lk) ¥J O 27.198 -1.297 26.135 0 26.135 1.297 26.135 0 26.135 1.5 21.216 O 20.888 1.5 22 686 O 23.015 -1.297 21.951 O 21.951 1 297 21.951 O 21.951 3.978 O 3.541 2 5.938 O 6.376 -1.729 4.958 O 4.958 1.729 4.958 O 4.958 O 11.569 O 39.117 O 41.905 O 39.117 O 28.167 0 37.091 O 28167 1.6 9.133 O 8.783 1.6 10.701 O 11.051 -1.6 18.057 O 17.707 1.6 19.625 O 19.975 -1.6 9.133 O 8.783 1.6 10.701 O 11.051 3.2 26.599 O 25.899 3.2 29.735 O 30.435 -3.2 29.387 O 28 687 3.2 32.523 O 33.223 -3.2 26.599 0 25.899 3.2 29.735 0 30.435 2.47 29.282 0 29.282 2.47 29.282 O 29.282 1.5 0 1.297 0 1.297 0 1.5 0 1.5 0 1 2 0 1.297 0 2 0 2 0 -1.729 0 1.729 0 0 0 0 0 0 0 0 -1.6 0 1.6 0 -1.6 0 1.6 0 -1.6 0 1.6 0 3.2 0 3.2 0 3.2 0 3.2 0 -3.2 0 3.2 0 2.47 0 2.47 Nov 5 2010 10:29 AM Checked By' MX fk ftl MY fk ftl MZ fk ftl RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 8 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Joint Reactions (Continued) 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 LC 84 85 86 87 88 89 90 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Joint Label COG (ft). X fkl Y fkl Z fkl -3.2 5.87 0 0 5.17 -3.2 3.2 9.006 0 0 9.706 3.2 2.47 7.438 0 0 7.438 -2.47 2.47 7.438 0 0 7.438 2.47 X. 5.736 Y. 11.437 Z. 5.087 X. 7.163 Y. 12.169 Z. 5.836 X. 5.736 Y. 11.437 Z. 5.087 X. 6.32 Y. 11.865 Z. 5.433 X. 5.736 Y. 11.437 Z. 5.087 X. 7.029 Y. 12.1 Z. 5.766 X. 7.054 Y. 12.164 Z. 5.795 X. 7.029 Y. 12.1 Z. 5.766 X. 7.15 Y. 11.293 Z. 5.182 X. 6.122 Y. 11.216 Z. 6.352 X. 4.622 Y. 11.549 Z. 5.011 X. 5.464 Y. 11.592 Z. 4.192 X. 6.253 Y. 11.437 Z. 5.087 X. 5.736 Y. 11.437 Z. 5.567 X. 5.219 Y. 11.437 Z. 5.087 X. 5.736 Y. 11.437 Z. 4.606 X. 7.438 Y. 12.086 Z. 5.814 X. 7.19 Y. 12.079 Z. 6.112 X. 6.647 Y. 12.113 Z. 5.721 X. 6.883 Y. 12.118 Z. 5.452 X. 7.175 Y. 12.1 Z. 5.766 X. 7.029 Y. 12.1 Z. 5.901 X. 6.883 Y. 12.1 Z. 5.766 X. 7.029 Y. 12.1 Z. 5.63 X. 7.396 Y. 12.154 Z. 5.836 X. 7.189 Y. 12.149 Z: 6.084 X. 6.73 Y. 12.173 Z. 5.756 X. 6.93 Y. 12.177 Z. 5.528 X. 7.176 Y. 12.164 Z. 5.795 X. 7.054 Y. 12.164 Z: 5.909 X. 6.931 Y. 12.164 Z. 5.795 X. 7.054 Y. 12.164 Z. 5.681 X. 7.438 Y. 12.086 Z. 5.814 X. 7.19 Y. 12.079 Z. 6.112 X. 6.647 Y. 12.113 Z. 5.721 X. 6.883 Y. 12.118 Z. 5.452 X. 7.175 Y. 12.1 Z. 5.766 X. 7.029 Y. 12.1 Z. 5.901 X. 6.883 Y. 12.1 Z. 5.766 X. 7.029 Y. 12.1 Z. 5.63 X. 8.326 Y. 11.175 Z. 5.262 X. 6.481 Y. 11.011 Z. 7.534 X. 4.002 Y. 11.612 Z. 4.969 X. 5.323 Y. 11.673 Z. 3.728 X. 6.598 Y. 11.437 Z. 5.087 X. 5.736 Y. 11.437 Z. 5.887 X. 4.875 Y. 11.437 Z. 5.087 X. 5.736 Y. 11.437 Z. 4.286 MX fk -ftl MY fk -ftl MZ fk -ftl RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 9 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Joint Reactions (Continued) 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 I 544 545 I 546 I LC 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 Joint Label Member Section Forces LC Member Label 1 1 M1 5 6 2 M1 10 11 3 M1 15 16 4 M1 20 Sec 1 5 1 5 1 5 1 5 X fkl Y_kl Z fkl X. 5.736 Y. 11.437 7 5.087 X. 7.284 Y. 1? 23 Z. 5.9 X. 7.277 Y. 17 248 Z. 5.903 X. 7.284 Y. 12.23 Z. 5.9 X. 7.08 Y. 12.126 Z. 5.792 X. 7.105 Y. 12.216 Z. 5.83 X. 7.08 Y. 12.126 Z. 5.792 X. 6.639 Y. 11.345 Z. 5.148 X. 5.977 Y. 11.299 Z. 5.876 X. 4.966 Y. 11.514 Z. 5.034 X. 5.545 Y. 11.546 Z. 4.459 X. 6.908 Y. 11.916 Z. 5.543 X. 6.585 Y. 11.904 Z. 5.912 X. 5.975 Y. 11.963 Z. 5.449 X. 6.277 Y. 11.972 Z. 5.124 X. 6.639 Y. 11.345 Z. 5.148 X. 5.977 Y. 11.299 Z. 5.876 X. 4.966 Y. 11.514 Z. 5.034 X. 5.545 Y. 11.546 Z. 4.459 X. 7.778 Y. 12.104 Z. 5.876 X. 7.36 Y. 12.093 Z. 6.39 X. 6.455 Y. 12.145 Z. 5.718 X. 6.841 Y. 12.153 Z. 5.284 X. 7.722 Y. 12.141 Z. 5.883 X. 7.343 Y. 12.132 Z. 6.347 X. 6.517 Y. 12.176 Z. 5.737 X. 6.87 Y. 12.183 Z. 5.34 X. 7.778 Y. 12.104 Z. 5.876 X. 7.36 Y. 12.093 Z. 6.39 X. 6.455 Y. 12.145 Z. 5.718 X. 6.841 Y. 12.153 Z. 5.284 X. 7.292 Y. 12.14 Z. 5.798 X. 7.084 Y. 12.14 Z. 5.992 X. 6.875 Y. 12.14 Z. 5.798 X. 7.084 Y. 12.14 Z. 5.605 X. 8.544 Y. 11.152 Z. 5.277 X. 6.553 Y. 10.97 Z. 7.768 X. 3.906 Y. 11.622 Z. 4.963 X. 5.301 Y. 11.685 I Z. 3.658 X. 6.557 Y. 11.437 Z. 5.087 X. 5.736 Y. 11.437 I Z. 5.849 X. 4.916 Y. 11.437 I 7. 5.087 X. 5.736 Y. 11.437 I Z. 4.324 Axial[k] .964 .843 .546 .425 .964 .843 1.093 .972 y Shear[k] .011 -.011 -.037 -.037 .011 -.011 -.017 -.017 z Shearfk]__ .003 I -.003 -.016 -.016 -.003 -.003 -.01 .01 MX fk -ft Torque[k -ft] 0 0 0 0 0 0 0 0 Nov 5 2010 10:29 AM Checked By MY fk -ftl y -v Momentfk...z -z Moment k... -.038 -.042 -.062 _044 -.031 -.047 -.161 .249 -.038 -.042 .062 .044 -.033 .043 .11 .09 MZ fk -ftl RISA 3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 10 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 21 25 26 30 31 35 36 40 41 45 46 50 51 55 56 60 61 65 66 70 71 75 76 80 81 85 86 90 91 95 96 100 101 105 106 110 111 115 116 120 121 125 126 130 131 135 136 140 141 145 146 150 151 155 156 160 LC Member Label 5 I M1 6 1 M1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 ;Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .964 .843 .65 .529 .747 .627 .65 .529 -.408 -.528 .342 .463 2.335 2.214 2.27 2.149 .293 .172 .393 .272 1.635 1.514 1.534 1.414 -.379 -.499 -.329 -.45 1.679 1.558 1.629 1.509 .147 .026 .222 .101 1.153 1.033 1.078 .958 -.281 -.402 -.232 -.353 1.776 1.655 1.727 1:606 .244 .123 .319 .198 1.25 1.13 1.175 1.055 v Shearfkl -.011 -.011 -.03 -.03 -.035 -.035 -.03 .03 -.014 -.014 -.014 -.014 -.008 -.008 -.008 -.008 -.004 -.026 .013 .013 -.017 .004 -.009 .009 -.032 -.032 -.033 -.033 -.028 -.028 -.028 -.028 -.026 -.042 -.032 -.032 -.035 -.019 -.029 -.029 -.037 -.037 -.037 -.037 -.033 -.033 -.033 -.033 -.03 -.046 -.036 -.036 -.04 -.024 -.033 -.033 z Shearfkl -.003 -.003 -.013 -.013 -.018 -.018 -.013 -.013 .009 .009 .001 .001 -.015 -.015 -.007 -.007 .002 .002 -.012 .01 -.008 -.008 .006 -.016 -.004 -.004 -.01 -.01 -.022 -.022 .016 -.016 -.009 -.009 .02 -.003 -.017 -.017 -.006 -.023 -.009 -.009 -.015 .015 -.027 -.027 -.021 -.021 -.014 -.014 -.024 -.008 -.022 -.022 -.011 -.028 Torouefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z -.038 .062 -.032 -.136 -.029 .172 -.032 -.136 -.05 .022 -.038 .027 .026 -.146 -.038 .097 -.048 -.03 -.044 .052 -.029 -.094 -.032 -.072 -.041 -.073 -.033 -.11 -.024 -.199 -.032 -.162 -.04 -.112 -.037 -.128 -.025 -.16 -.028 -.144 -.038 -.109 -.029 -.146 -.02 -.236 -.029 -.198 -.036 -.148 -.034 -.165 -.022 -.197 -.024 -.18 Momentfk.. -.042 .044 -.046 .198 -.047 .233 -.046 .198 -.04 .068 -.043 .067 -.045 .019 -.042 .02 -.052 .068 -.046 .055 -.033 .02 .039 _032 -.044 .216 -.046 .215 -.048 .179 -.045 .18 -.053 .216 -.048 .206 -.038 .18 -.043 .189 -.045 .251 -.047 .25 -.048 .214 -.046 .215 -.054 .251 -.049 .241 .039 .214 -.044 .224 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 11 1 1 r 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 161 165 166 170 171 175 176 180 181 185 186 190 191 195 196 200 201 205 206 210 211 215 216 220 221 225 226 230 231 235 236 240 241 245 246 250 251 255 256 260 261 265 266 270 271 275 276 280 281 285 286 290 291 295 296 300 LC 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 Member Label M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfk] y Shearrkl -.379 -.032 -.499 -.032 .329 -.033 -.45 -.033 1.679 -.028 1.558 -.028 1.629 078 1.509 -.028 .147 -.026 .026 -.042 .222 -.032 .101 .032 1.153 -.035 1.033 -.019 1.078 -.029 .958 -.029 -.793 -.009 -.866 -.009 -.728 -.009 .8 -.009 1.95 .004 1.877 .004 1.884 -.003 1.812 -.003 -.093 0 -.165 .021 .007 -.008 -.065 -.008 1.249 -.013 1.177 .009 1.149 -.005 1.077 -.005 .533 .03 -.533 -.087 2.908 -.077 2.908 -.193 .533 .03 -.533 -.087 -1.121 .005 1.121 -.112 -.533 .03 -.533 -.087 2.314 -.05 -2.314 -.167 -2.755 -.069 -2.755 -.186 -2.314 -.05 2.314 -.167 -.498 0 -.498 .117 .525 .024 -.575 -.093 -.567 .061 -.567 .056 -.541 .036 -.541 -.OR z Shearrk] Toraue[k ft] -.004 -.004 -.01 .01 -.022 -.022 -.016 -.016 .009 -.009 .02 -.003 -.017 -.017 -.006 -.023 .01 .01 .003 .003 -.014 -.014 006 006 .003 .003 -.011 011 -.007 -.007 .007 -.015 .004 -.004 -.033 -.033 .004 -.004 -.012 .012 -004 -.004 _026__ -.026 -.032 -.032 .026 -.026 .01 -.01 .009 -.009 .001 .001 0 0 v_ -v Moment k...z -z Momentfk... 0 I -.041 I -.044 7 0 I .0731 .216 O I -.033 -.046 0 I -.11 .215 0 -.024 -.048 O -.199 .179 0 -.032 .045 O .162 .18 0 -.04 II -.053 O -.112 k .216 0 -.037 -.048 0 -.128 .206 O .0251' -.038 O -.16 .18 0 -.028 -.043 0 -.144 .189 0 -.035 -.023 0 .047 II .051 O .023 .026 O -.002 .05 O -.011 I -.028 0 .122 .002 0 .071_ .025 O -.072 .003 0 -.032 -.035 0 -.005 1 .05 0 .029 -.029 O .077 .038 O .016 0 .07 II .002 O -.016 .022 O -.047 .015 O .012 -.032 O -.022 .186 -.002 .114 -.372 -.002 .143. .675 O .012 0 -.032 O -.022 .186 O .038 -.112 0 .055 .302 O .012 -.032 0 .022 .186 .042 .089 287 .002 .113 .553 -.002 .108 11 -.347 -.002 -.137 .64 -.002 .089 ..787 .002 -.113 553 -.002 .036 1 -.142 -.002 -.041 .311 o .03 052 O -.037 .213 .002 -.012 .078 .002 -.004 .061 O -.005 -.012 O -.007 159 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 12 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 301 1 13 305 306 114 310 1 311 15 315 316 16 320 321 17 325 326 18 330 331 19 335 336 20 340 341 21 345 346 22 350 351 23 355 356 24 360 361 25 365 366 26 370 371 27 375 376 28 380 381 29 385 386 30 390 391 31 395 396 32 400 401 33 405 406 34 410 411 35 415 416 36 420 421 37 425 426 38 430 431 39 435 436 40 440 Member Label Sec M3 1 5 M3 I 1 I 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1 5 M3 1- 5 Axialf kl -.597 .576 -.561 -.561 -.468 -.489 .504 -.504 2.289 -2.289 2.308 2.308 -2.34 2.34 2.321 -2.321 -2.363 2.347 2.336 -2.336 2.266 2.282 -2.293 -2.293 -2.73 -2.73 -2.749 -2.749 2.781 -2.781 -2.761 2.761 -2.804 -2.788 -2.777 -2.777 -2.707 -2.723 -2.734 2.734 -2.289 -2.289 2.308 -2.308 2.34 -2.34 2.321 -2.321 -2.363 2.347 -2.336 -2.336 -2.266 -2.282 -2.293 -2.293 v .011 -.106 .026 -.091 .049 -.067 .035 -.082 -.073 -.189 -.054 -.171 -.027 -,144 -.045 -.162 -.064 -.181 -.053 -.17 -.036 -.152 -.047 -.164 -.092 -.208 .073 -.19 -.046 -.163 -.064 -.181 -.083 -.2 -.072 -.189 -.055 -.171 -.066 -.183 -.073 -.189 -.054 -.171 -.027 -.144 -.045 -.162 -.064 -.181 -.053 -.17 -.036 -.152 -.047 -.164 z Shearfkl -.015 -.015 -.014 .007 .006 .006 .005 -.015 -.03 .03 -.029 -.029 -.022 -.022 -.023 -.023 -.034 -.034 -.033 -.018 -.018 -.018 -.019 -.034 -.036 -.036 -.035 -.035 -.028 -.028 -.029 -.029 -.039 -.039 -.039 .023 -.024 -.024 -.024 .04 -.03 -.03 -.029 -.029 -.022 -.022 -.023 -.023 -.034 -.034 -.033 -.018 -.018 -.018 -.019 -.034 Tornuefk -ftl -.001 -.001 0 0 0 0 0 0 -.003 -.003 -.002 .002 0 0 -.002 -.002 -.002 -.002 .002 -.002 0 0 -.002 -.002 .003 -.003 -.002 -002 0 0 .002 -.002 -.003 -.003 -002 -.002 -.001 .001 -.002 .002 .003 -.003 -.002 -.002 0 0 -.002 -.002 -.002 -.002 -.002 .002 0 0 .002 -.002 v v Momentfk...z z Momentfk... .055 -.059 .031 .001 -.031 .015 -.007 .045 .107 -.126 .102 -.124 .07 -.099 .076 -.101 .121 -.14 .103 .095 .057 -.085 .075 -.13 .127 -.151 .122 -148 .09 .123 .095 -.126 .14 .165 122 .12 .077 -.109 .094 -.155 107 -.126 .102 -.124 .07 .099 .076 -101 .121 -.14 .103 -.095 .057 -.085 .075 -.13 -.099 .267 -.046 .205 .035 .105 -.018 .167 -.369 .646 -.302 .573 -.204 .459 -.272 .532 -.337 .614 -.297 .567 -.237 .492 .277 .539 -.429 .733 -.362 .66 -.265 .546 -.332 .619 -.397 .701 -.357 .654 -.297 .579 -.337 .626 -.369 .646 -.302 .573 -.204 .459 -.272 532 -.337 .614 -.297 .567 -.237 .492 -.277 .539 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 13 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 441 445 446 450 451 455 456 460 461 465 466 470 471 475 476 480 481 485 486 490 491 495 496 500 501 505 506 510 511 515 516 520 521 525 526 530 531 535 536 540 541 545 546 550 551 555 556 560 561 565 566 570 571 575 576 580 LC 41 1 42 I 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M3 M3 M3 M3 M3 M3 M3 M3 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M 4 Sec 1 5 1 1 1 1 5 1 5 1 5 1 5 1 5 1 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 5 1 5 1 5 5 1 5 1 5 5 Axialfkl .285 -.285 -.312 -.312 -.354 -.354 -.328 -.378 .384 -363 348 -.348 .255 -.276 -.291 -.791 2.421 2.301 8.317 8.196 2.421 2.301 4.105 3.985 2.421 2.301 6.843 6.722 8.106 7.985 6.843 6.722 4,347 4.227 1.134 1.013 .495 .374 3.709 3.588 3.879 3.759 1.829 1.709 .963 .842 3.013 2.892 8.788 8.167 5.877 5.757 5.398 5.278 7.809 7.688 II v z Shear[k] Torque[k -ft] v -v Moment[k...z -z Moment[k... -.012 .008 -.002 .032 -.129 -.082 -.008 -.002 -.032 .236 .012 -.007 0 .025 039 .058 -.007 0 -.028 .139 _048 .003 _002 -.017 .091 -.022 .003 _002 .005 .013 .024 .002 0 -.01 0 -.046 .002 0 .002 .084 0 .013 -.001 .05 1 -.086 -.071 013 001 -.05 .193 .014 -.013 0 .026 033 -.056 .008 0 .01 13 .037 .008 0 -.0351 .048 -.033 .008 0 .024 I .03 .022 .007 0 -.011 .006 -.048 .014 0 .037 .093 0 -.008 0 -.036 0 0 -.008 0 -.102 .008 -.027 -.042 0 -.012 0 -.027 .042 0 _344 .217 0 -.008 0 -.036 0 0 -.008 0 -.102 .008 -.007 -.02 0 .077 0 -.007 -.02 0 188 .055 0 -.008 0 -.036 P 0 0 -.008 0 .102 .008 -.021 .033 0 018 0 -.021 -.033 0 -.284 .165 .025 -.042 0 011 0 -.025 -.042 0 .348 .2 -.021 -.033 0 018 0 -.021 -.033 0 -.284 .165 -.003 -.014 0 .032 0 -.003 .014 0 -.141 .025 -.004 0 0 037 0 004 0 0 04 028 .001 -.003 0 -.04 0 .001 -.003 0 064 .01 .002 -.016 0 035 0 .002 -.016 0 -.164 .013 .007 -.013 0 032 0 .014 .013 0 .137 1 .026 -.002 .017 0 037 0 -.002 .005 0 -.086 .017 -.009 -.004 0 039 0 .012 -.004 0 -.067 ai .011 0 0 0 0 0 -.021 0 .118 001 -.022 -.037 0 -.015 II 0 -.022 .037 0 -.313 178 -.023 -.027 0 -:019 0 -.023 -.027 0 237 18 -.019 -.029 0 -.021 0 -.019 -.029 0 255 152 -.019 -.039 0 017 0 -.019 -.039 0 33 _149 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 14 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 581 585 586 590 591 595 596 600 601 605 606 610 611 615 616 620 621 625 628 630 631 635 636 640 641 645 646 650 651 655 656 660 661 665 666 670 671 675 676 680 681 685 686 690 691 695 696 700 701 705 706 710 711 715 716 720 LC 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Member Label Sec M4 1 5 M4 I 1 I 5 M4 1 5 M4 1 5 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 M4 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 7.937 7.816 6.399 6.279 5.749 5.629 7.287 7.166 9.551 9.43 7.14 7.02 6.661 6.541 9.072 8.951 9.2 9.079 7.662 7.542 7.012 6.892 8.55 8.429 8.288 8.167 5.877 5.757 5.398 5.278 7.809 7.688 7.937 7.816 6.399 6.279 5.749 5.629 7.287 7.166 3.379 3.306 ,165 .093 -.474 -.546 2.74 2.668 2.911 2.838 .861 .789 -.005 -.078 2.044 1.972 v Shearfkl -.014 -.03 -.021 -.021 -.027 -.011 -.02 -.02 -.027 -.027 -.027 -.027 -.023 -.023 -.023 -.023 -.019 -.035 -.026 -.026 -.031 -.015 -.024 -.024 -.022 -.022 -.023 -.023 -.019 -.019 -.019 -.019 -.014 -.03 -.021 -.021 -.027 -.011 -.02 -.02 -.003 -.003 -.003 .003 .002 .002 .002 .002 .008 -.014 -.002 -.002 -.009 .013 0 0 z Shearfkl -.037 -.037 -.04 -.024 .03 -.03 -.027 -.043 -.046 .046 -.036 -.036 -.038 -.038 -.048 -.048 -.046 -.046 -.049 -.032 -.039 -.039 -.036 -.052 -.037 -.037 -.027 -.027 -.029 -.029 -.039 -.039 -.037 -.037 -.04 -.024 -.03 -.03 -.027 -.043 -.01 -.01 .003 .003 0 0 -.013 -.013 -.01 -.01 -.014 .008 0 0 :004 -.018 Torauefk -ftl v -v Momentfk...z -z Momentfk... O -.015 0 O -.31 .178 O -.019 0 0 -.272 .171 0 -.021 0 O .258 .151 O -.017 0 O .296 _158 0 .009 0 O -.377 .213 0 -.012 0 O .302 .216 O -.014 0 0 -.319 .188 0 .011 0 O -.395 .185 O -.009 0 O -.374 .214 O -.012 0 O -.336 .207 0 -.014 0 O -.322 .187 O -.011 0 0 .36 .194 O -.015 0 O -.313 .178 O .019 0 O -.237 .18 O -.021 0 O -.255 .152 O -.017 0 0 -.33 .149 0 -.015 0 O -.31 .178 0 -.019 0 O -.272 .171 O .021 0 O -.258 .151 0 -.017 0 O -.296 .158 O -.018 0 0 -.1 .022 0 -.022 0 0 0 .025 0 -.025 0 O -.023 -.013 0 -.021 0 O -.123 -.016 O -.018 0 0 -.096 .023 O -.022 0 O -.045 _014 0 -.025 0 O -.027 -.014 O .021. 0 O -.077 -.005 RISA -3D Version 8.0 3 [T X. X. X. \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 15 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 721 725 726 730 731 735 736 740 741 745 746 750 751 755 756 760 761 765 766 770 771 775 776 780 781 785 786 790 791 795 796 800 801 805 806 810 811 815 816 820 821 825 826 830 831 835 836 840 841 845 846 850 851 855 856 860 LC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Member Label M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 M6 Sec Axial[k] 1 .214 5 .214 1 .41 5 .41 1 .214 5 .214 1 .311 5 .311 1 .214 5 .214 1 _361 5 .361 1 .434 5 .434 1 .361 5 .361 1 .045 5 .045 1 .193 5 .193 1 .383 5 .383 1 .235 5 .235 1 .154 5 .154 1 .208 5 .231 1 .274 5 .274 1 .22 5 .196 1 .234 5 .234 1 .345 5 .345 1 .488 5 .488 1 .377 5 .377 1 .316 5 .316 1 .357 5 .374 1 .406 5 .406 1 .366 5 .348 1 .307 5 .307 1 .418 5 .418 1 .561 5 .561 1 .45 5 .45 v Shearfk] .941 -.941 1.996 -1.986 .941 .941 1.438 1.432 .941 -.941 1.732 -1.724 2.105 -2.093 1.732 -1.724 .143 -.155 .108 -1.065 1.739 1.727 1.774 -.816 .663 -.668 .95 1.183 1.219 .932 -.698 1.134 -1.135 1.108 -1.818 2.331 -2.314 2.357 -1.631 1.524 -1.52 1.739 -1.907 1.941 1.929 1.726 -1.542 1.507 -1.504 1.481 -2.186 2.704 2.683 2.73 2 z Shearfk] .005 .005 .032 .032 .005 .005 .013 .013 .005 .005 .026 .026 .031 .031 .026 .026 .008 .008 .007 0 .007 0 .002 0 .002 0 .003 0 .003 0 .021 0 -.002 0 .011 0 .011 0 -.011 0 .013 0 0 0 0 0 .028 .001 .028 .001 .027 .001 027 .001 .023 .001 .023 .001 .024 .001 .024 .001 .037 .001 .02 .001 .03 .001 .03 .001 .014 .001 .031 .001 .021 .001 .021 .001 .033 .001 .033 .001 .033 .001 .033 .001 .029 .001 .029 .001 .029 .001 .029 .001 Toraue[k -ft] v -v Momentfk...z -z Momentfk... 0 0 .001 .001 0 0 0 0 0 0 .001 .001 001 001 .001 .001 0 0 Nov 5 2010 10:29' AM Checked By -.029 .017 -.154 .129 -.029 .017 -.065 .047 -.029 .017 -.123 .101 -.149 .123 .123 .101 -.036 .035 -.036 .029 .023 -.001 -.022 .005 .056 .026 -.054 .042 -.002 .008 -.005 .008 -.127 114 -.128 11 -.118 .087 -.117 .092 -.143 .108 141 119 .102 .094 -.104 .082 -.154 .137 155 132 -.144 109 144 .114 .735 .733 1.574 1.528 .735 .733 1.132 1.106 .735 .733 1.364 1.329 1.662 1.609 1.364 1.329 .089 .139 .278 .636 1.38 1.326 1.191 .879 .508 .528 .729 835 .961 .937 741 63 88 .884 1.022 1. 257 1.848 1.775 1.707 1.402 1.194 1 176 1.36 1.406 1.534 1.483 1.369 1.253 1.178 1.164 1.32 1.537 2.146 2.055 2,004 1.682 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 16 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 861 29 865 866 30 870 871 31 875 876 32 880 881 33 885 886 34 890 891 35 895 896 36 900 901 37 905 906 38 910 911 39 915 916 40 920 921 41 925 926 42 930 931 43 935 936 44 940 941 45 945 946 46 950 951 47 955 956 48 960 961 1 9651 966 I 2 970 I 9711 3 975 976 4 980 I 9811 5 985 I 9861 6 9901 991 7 995 9961 8 10001 RISA -3D Version 8 0 3 Member Label Sec M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M6 1 5 M7 1 5 M7 1 5 M7 1 5 M7 1 5 M7 1 5 M7 1 5 M7 1 5 M7 1 5 [T Axialf kl .389 .389 .43 .447 .479 .479 .439 .421 .234 .234 .345 .345 .488 .488 .377 .377 .316 .316 .357 .374 .406 .406 .366 .348 -.041 -.041 .107 .107 .298 .298 .149 .149 .069 .069 .122 .146 .188 .188 .135 .111 1.124 1.003 1.581 1.46 1.124 1.003 1.446 1.326 1.124 1.003 1.466 1.346 1.709 1.588 1.466 1.346 v Shearfkl 1.897 1.888 2.112 -2.275 2.314 -2.298 2.098 -1.911 1.134 -1.135 1.108 -1.818 2.331 2.314 2.357 1.631 1.524 -1.52 1.739 -1.907 1.941 -1.929 1.726 -1.542 -.233 .222 -.268 -.689 1.363 -1.35 1.398 -.44 .287 -.291 .574 -.807 .843 -.838 .556 -.322 -.007 -.007 -.004 -.004 -.007 -.007 -.006 -.006 -.007 -.007 -.005 -.005 -.005 -.005 -.005 -.005 z Shearfkl .043 .025 .035 .035 .019 .037 .027 .027 .028 .028 .027 .027 .023 .023 .024 .024 .037 .02 .03 .03 .014 .031 .021 .021 .006 .006 .005 .005 0 0 0 0 .019 -.005 .009 .009 -.013 .011 -.002 -.002 .006 .006 .017 .017 .006 .006 .011 .011 .006 .006 .014 :014 .018 .018 .014 .014 \Calcs_Struc \Operators cab \CabFrameS Torouefk -ftl .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... -.17 1.492 .13 1.456 -.168 1.657 .141 1.686 .129 1.832 .116 1.763 -.131 1.667 .105 1.533 -.127 .88 .114 .884 -.128 1.022 .11 1.257 -.118 1.848 .087 1.775 -.117 1.707 .092 1.402 .143 1.194 .108 1.176 -.141 1.36 .119 1.406 .102 1.534 .094 1.483 -.104 1.369 .082 1.253 -.024 -.205 .028 -.154 .025 -.016 .022 .343 -.011 1.086 -.008 1.033 .01 .897 -.002 .536 -.044 .214 .019 .235 -.042 .435 .035 .542 .009 .668 O .644 .007 .447 -.014 .337 O -.041 .044 .012 O .03 .134 :005 0 -.041 .044 .012 O -.038 .085 .01 O -.041 .044 .012 0 -.033 .112 .007 0 -.03 .142 .006 O -.033 .112 .007 abOptModified(v01) r3d] Page 17 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10 :29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1001 1005 1006 1010 1011 1015 1016 1020 1021 1025 1026 1030 1031 1035 1036 1040 1041 1045 1046 1050 1051 1055 1056 1060 1061 1065 1066 1070 1071 1075 1076 1080 1081 1085 1086 1090 1091 1095 1096 1100 1101 1105 1106 1110 1111 1115 1116 1120 1121 1125 1126 1130 1131 1135 1136 1140 LC 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Member Label M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfk] v ShearFk] z Shearfkl -.23 .009 I -.002 -.35 -.009 I .002 2.643 -.004 .002 2.523 -.004 I .002 2.477 .004 .013 2.356 -.004 .013 .396 -.009 .009 -.517 -.009 .009 .4 .002 .003 .279 .02 .003 2.338 -.005 .003 2.218 -.005 .019 1.847 -.015 .008 1.727 .007 .008 .091 -.008 .014 .212 .008 -.008 .451 -.007 .008 .331 -.007 .008 2.606 .003 .011 2.486 -.003 .011 2.481 -.003 .02 2.361 -.003 .02 .327 .007 .017 .206 -.007 .017 .924 .001 .012 .803 -.015 .012 2.377 .004 .008 2.257 -.004 .024 2.009 -.011 .016 1.889 .005 .016 .556 -.006 .02 .435 -.006 .004 .694 -.006 .012 .573 -.006 .012 2.848 -.003 .015 2.728 .003 .015 2.724 -.003 .023 2.603 -.003 .023 .569 -.006 .02 .448 -.006 .02 1.166 .002 .016 1.045 -.015 .016 2.619 .003 .011 2.499 -.003 .028 2.251 -.011 .02 2.131 .006 .02 .798 -.006 .024 .677 .006 .008 .451 -.007 .008 .331 -.007 .008 2.606 .003 .011 2.486 -.003 .011 2.481 .003 .02 2.361 -.003 I .02 .327 -.007 I .017 .206 -.007 I .017 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Toraue -ft] v -v 0 O -.016 0 0 0 .016 O 0 I I O .103 0 0 0 .072 O 0 O .024 0 0 0 .061 O 0 V 0 .064 0 0 0 .027 O 0 0 .067 II O 0 O .091 0 0 0 .156 O 0 O .133 O 0 0 .097 0 0 O .124 O 0 O .127 !i 0 0 O .099 0 0 0 .098 0 0 0 .121 O 0 O .187 0 0 0 163 0 0 0 .127 O 0 O .155 O 0 O .157 'I O 0 0 .13 O 0 O .067 O 0 0 .091 0 0 O .156 O 0 O .133 Momentfk.. z z Momentfk... -.036 036 .041 006 -.045 .013 .041 .029 -.044 .03 041 .003 -.038 .007 041 026 .029 .025 033 .006 .036 -.011 -.032 .02 .035 .021 -.033 004 03 -.007 032 018 -.027 024 031 007 -.034 -.013 -.03 019 -.033 019 -.011 -.005 -.028 -.008 _03 .016 -.029 .025 033 -.006 -.036 -.011 -.032 02 abOptModiffed(v01).r3d] Page 18 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1141 1145 1146 1150 1151 1155 1156 1160 1161 1165 1166 1170 1171 1175 1176 1180 1181 1185 1186 1190 1191 1195 1196 1200 1201 1205 1206 1210 1211 1215 1216 1220 1221 1225 1226 1230 1231 1235 1236 1240 1241 1245 1246 1250 1251 1255 1256 1260 1261 1265 1266 1270 1271 1275 1276 1280 LC 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Member Label M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M7 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .924 .803 2.377 2.257 2.009 1.889 .556 .435 .679 -.751 2.194 2.122 2.027 1.955 -.846 -.918 .049 -.122 1.889 1.816 1.398 1.325 -.54 -.613 -.553 -.553 2.832 -2.832 -.553 -.553 -1.166 -1.166 -.553 -.553 -2.262 -2.262 2.722 -2.722 2.262 -2.262 -.514 -.514 -.556 -.556 -.593 .593 -.551 -.551 -.618 -.597 -.524 .524 -.488 -.509 .582 .582 v Shearfkl .001 -.015 -.004 -.004 -.011 .005 -.006 -.006 -.006 -.006 -.002 -.002 -.001 -.001 -.006 -.006 .004 -.017 -.002 -.002 -.012 .01 -.006 -.006 .175 -.442 .947 -2.669 .175 -.442 .367 -1 .175 -.442 .754 -2.113 .898 -2.531 .754 -2.113 .145 -.471 .177 -.44 .205 -.412 .174 -.443 .152 -.465 .178 -.439 .199 -.418 .172 -.444 1 z Shearfkl .012 .012 .008 .024 .016 .016 .02 .004 -.004 -.004 0 0 .011 .011 .007 .007 0 0 -.005 .016 .006 .006 .012 .01 -.008 -.008 -.04 -.04 -.008 -.008 -.018 -.018 -.008 -.008 -.032 -.032 -.039 -.039 -.032 -.032 -.008 -.008 -.011 -.011 -.008 -.008 -.006 -.006 -.01 .01 -.018 .003 -.006 -.006 .002 -.019 Torouefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 0 0 -.002 -.002 0 0 .001 .001 0 0 -.001 .001 0 0 v -v Momentfk...z -z Momentfk... 0 .097 0 .124 0 .127 0 .099 0 -.033 0 -.002 0 .086 0 .054 0 .006 0 .043 0 .046 0 .009 .036 .028 .16 -.151 .036 -.028 .073 -.063 .036 028 .129 -.12 .157 -.147 .129 -.12 .032 .033 .044 -.04 .039 -.023 .027 -.017 .037 -.042 .054 -.005 .034 -.015 .017 -.052 -.035 .021 -.033 -.004 -.03 -.007 .032 .018 -.02 .031 -.025 -.01 -.029 -.017 .024 .024 -.027 .025 -.025 .007 -.022 -.011 .024 .021 .203 .672 1.303 4.039 .203 .672 .474 1.522 .203 .672 1.028 3.197 1.231 3.835 1.028 3.197 .094 .795 .207 .667 .311 .549 .198 .677 .119 .773 .213 .66 .286 .571 .193 .684 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3dj Page 19 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1281 1285 1286 1290 1291 1295 1296 1300 1301 1305 1306 1310 1311 1315 1316 1320 1321 1325 1326 1330 1331 1335 1336 1340 1341 1345 1346 1350 1351 1355 1356 1360 1361 1365 1366 1370 1371 1375 1376 1380 1381 1385 1386 1390 1391 11395 11396 11400 11401 1405 1406 1410 11411 11415 11416 114201 LC Member Label 17 M9 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 M9 RISA -3D Version 8.0 3 [T Sec Axialfkl v Shear[k] z Shearfkl Toraue[k ft] y v Momentfk.. z z Momentfk... 1 2.232 .732 -.032 .002 .126 .947 1 5 -2.232 -2.135 .032 .002 -.124 3.29 1 -2.264 .755 -.034 0 .135 o 1.032 1 5 2.264 -2.112 -.034 0 -.129 3.193 1 -2.292 .777 -.032 -.001 .132 1 1.109 5 -2.292 -2.09 .032 -.001 -.117 3,105 1 -2.26 .753 -.03 0 .123 1.025 5 -2.26 -2.113 -,03 0 .112 3.201 1 -2.311 .736 -.034 .001 .13 0 .965 5 -2.295 -2.13 -.034 .001 .13 1 3.273 1 -2.24 .756 -.04 0 .143 1.035 5 -2.24 -2.11 024 0 .103 3.188 1 -2.213 .772 -.031 0 .128 1.091 5 2.229 -2.095 -.031 0 -.11 1 3.122 1 -2.284 .752 .025 0 .115 1.021 5 -2.284 2.115 04 0 -.138 3.206 1 2.692 .875 -.039 .002 .154 1.15 5 -2.692 -2.554 -.039 .002 -.15 3.928 1 -2.724 .899 -.041 0 .163 1 1.235 5 -2.724 -2.531 -.041 0 -.155 3.831 1 -2.751 .92 -.039 -.001 .16 1.313 5 -2.751 -2.509 -.039 .001 -.143 3.743 1 -2.72 .897 -.037 0 .151 1.228 5 2.72 2.532 -.037 0 -.138 3.839 1 -2.77 .88 -.041 .001 .158 1.169 5 -2.754 -2.549 .041 .001 .157 3.911 1 -2.7 .9 -.047 0 .171 1.239 5 -2.7 -2.529 -.031 0 -.129 3.826 1 -2.673 .916 -.038 0 .156 1.294 5 -2.689 2.514 -.038 0 .137 a 3.76 1 -2.743 .896 -.032 0 .143 1.224 5 -2.743 2.534 -.048 0 -.164 3.844 1 -2.232 .732 -.032 .002 .126 .947 5 -2.232 -2.135 .032 .002 -.124 3.29 1 -2.264 .755 -.034 0 .135 1 1.032 5 -2.264 -2.112 -.034 0 -.129 3.193 1 -2.292 .777 _032 -.001 .132 1.109 5 -2.292 -2.09 -.032 -.001 -.117 3.105 1 -2.26 .753 -.03 0 .123 ir 1.025 5 -2.26 2.113 .03 0 .112 1 3.201 1 -2.311 .736 -.034 .001 .13 .965 5 2.295 2.13 .034 .001 -.13 3.273 1 -2.24 .756 .04 0 .143 1.035 5 2.24 -2.11 .024 0 -.103 3.188 1 -2.213 .772 -.031 0 .128 1.091 5 -2.229 -2.095 -.031 0 -.11 3.122 1 -2.284 .752 -.025 0 .115 1.021 5 -2.284 2.115 -.04 0 -.138 3.206 1 -.292 .075 -.005 .002 .018 .013 5 -.292 -.295 -.005 .002 -.022 .526 1 -.335 .106 -.007 0 .029 .126 5 -.335 -.264 -.007 0 -.028 .398 1 -.372 .135 .005 -.002 .025 0 .23 5 -.372 -.235 -.005 -.002 .012 .28 1 -.329 .104 002 0 .013 .117 5 .329 -.266 002 0 -.006 .408 \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 20 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 1421 45 1425 1426 46 1430 1431 47 1435 1436 48 1440 1441 1 1445 1446 2 1450 1451 3 1455 1456 4 1460 1461 5 1465 1466 6 1470 1471 7 1475 1476 8 1480 1481 9 1485 1486 10 1490 1491 11 1495 1496 12 1500 1501 13 1505 1506 14 1510 1511 15 1515 1516 16 1520 1521 17 1525 1526 18 1530 1531 19 1535 1536 20 1540 1541 21 1545 1546 22 1550 1551 23 1555 1556 24 1560 Member Label M9 M9 M9 M9 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf kl -.397 -.376 -.303 -.303 -.267 -.288 -.361 -.361 3.648 3.527 16.065 15.945 3.648 3.527 7.112 6.991 3.648 3.527 12.961 12.84 15.559 15.439 12.961 12.84 5.542 5.421 5.14 5.019 1.753 1.632 2.155 2.035 5.313 5.192 5.126 5.006 1.982 1.862 2.169 2.048 14.382 14.261 14.08 13.96 11.54 11.419 11.842 11.721 14.21 14.089 14.07 13.949 11.712 11.591 11.852 11.731 v .081 -.289 .108 -.262 .129 -.241 .102 -.268 -.006 -.006 -.061 -.061 -.006 -.006 .02 -.02 -.006 -.006 -.047 -.047 -.057 -.057 -.047 -.047 -.008 -.008 -.004 -.004 -.004 -.004 -.009 -.009 .003 -.019 -.004 -.004 -.015 .006 -.008 -.008 -.049 -.049 -.046 -.046 -.046 -.046 -.049 -.049 -.04 -.057 -.046 -.046 -.054 -.038 -.049 -.049 z Shearfkl .007 -.007 -.015 .006 -.003 -.003 .005 .016 .006 .006 .02 .02 .006 .006 .011 .011 .006 .006 .017 .017 .021 .021 .017 .017 .008 .008 .004 .004 .003 .003 .007 .007 .008 .008 .002 .02 .003 .003 .013 -.009 .018 .018 .015 .015 .015 .015 .018 .018 .018 .018 .011 .027 .015 .015 .022 .006 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl .001 .001 0 0 -.001 -.001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk.. .023 -.03 .04 .006 .02 -.004 .003 .04 0 .044 0 .161 0 .044 0 .09 0 .044 0 .132 0 .166 0 .132 0 .063 0 .032 0 .026 0 .057 0 .062 0 .073 0 .026 0 .015 0 .146 0 .123 0 .118 0 .141 0 .146 0 .154 0 .119 0 1 .038 .504 .132 .391 .205 .302 .112 .415 0 .05 0 .488 0 .05 0 .158 0 .05 0 .378 0 .46 0 .378 0 .067 0 .032 0 .033 0 .068 0 .064 0 .034 0 .036 0 .065 0 .391 0 .365 0 .366 0 .392 0 .389 0 .367 0 .368 0 .39 abOptModified(v01) r3d] Page 21 s 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1561 1565 1566 1570 1571 1575 1576 1580 1581 1585 1586 1590 1591 1595 1596 1600 1601 1605 1606 1610 1611 1615 1616 1620 1621 1625 1626 1630 11631 11635 11636 1640 1641 1645 11646 11650 11651 11655 1656 1660 1661 1665 1666 1670 1671 1675 1676 1680 1681 1685 1686 1690 1691 1695 1696 1700 LC 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 Member Label M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M10 M8 MR MR M8 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial[k] v Shear[k] z Shear[k] 16.98 -.059 .022 16.86 .059 .022 16.679 .056 .02 16.558 .056 .02 14.139 .056 .019 14.018 -.056 .019 14.44 -.059 .022 14.319 -.059 .022 16.808 -.051 .022 16.688 -.067 .022 16.668 .056 .015 16.548 -.056 .032 14.31 -.064 .019 14.19 -.048 .019 14.45 -.059 .026 14.33 -.059 .01 14.382 -.049 .018 14.261 -.049 .018 14.08 .046 .015 13.96 -.046 .015 11.54 .046 .015 11.419 -.046 .015 11.842 -.049 .018 11.721 -.049 .018 14.21 04 .018 14.089 -.057 .018 14.07 -.046 .011 13.949 .010_ .027 11.712 -.054 .015 11.591 -.0'R_ .015 11.852 .049 .022 11.731 -.049 .006 4.083 _006 .006 4.011 -.006 .006 3.681 .001 .002 3.609 .001 .002 .294 .002 I .001 .222 -.002 I .001 .696 -.006 I .005 .624 -.006 .005 3.854 .005 .006 3.781 -.016 .006 3.667 -.002 -.004 3.595 -.002 .018 .523 -.013 .001 .451 .009 .001 .71 -.006 .011 .637 -.006 -.011 .217 1.076 .004 .217 -1.074 .004 .529 3.069 .026 .529 -2.881 .026 .217 1 .076 .004 .217 -1.024 .004 .334 1.812 .011 .334 -1 714 I .011 Toraue[k -ft] y -v Moment[k.. z -z M 0 entFk.. 0 0 0 .18 .18 .473 1 0 0 0 0 .157 446 0 0 0 O .152 .447 O 0 0 O .175 .474 O 0 0 0 .18 .47 0 0 0 O .188 .448 O 0 0 O .153 .45 O 0 0 0 .145 472 O 0 0 0 .146 .391 0 0 0 O .123 .365 O 0 0 O .118 .366 O 0 0 O .141 .392 O 0 0 O .146 .389 0 0 0 0 .154 .367 0 0 0 0 .119 368 O 0 0 O .11 .39 O 0 0 O .045 .047 O 0 0 O .014 012 O 0 0 0 .008 013 O 0 0 0 .039 048 0 0 0 0 .045 044 0 0 0 O .056 014 0 0 0 0 .009 .016 0 0 0 0 -.002 .046 O -.021 .945 O .018 .781 O .119 2.919 O 111 2.161 0 -.021 _945 0 .018 .781 O -.049 1.666- 0 .044 1.302 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 22 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 17011 1705 1706 17101 17111 1715 1716 1720 1721 1725 1726 1730 1731 1735 1736 1740 1741 1745 1746 1750 1751 1755 1756 1760 1761 1765 1766 1770 1771 1775 1776 1780 1781 1785 1786 1790 1791 1795 1796 1800 1801 1R05 1806 1810 1811 1815 1816 1820 1821 1825 1826 1830 1831 1835 1836 1840 LC 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Member Label M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axiallkl .217 .217 .451 .451 .538 .538 .451 .451 .274 .274 .193 .193 .16 .16 .24 .24 .275 .275 .189 .166 .159 .159 .245 .268 .494 .494 .433 .433 .408 .408 .468 .468 .494 .494 .43 .412 .407 .407 .472 .489 .581 .581 .521 .521 .495 .495 .556 .556 .582 .582 .517 .5 .495 .495 .559 .577 v 1.076 -1.024 2.571 -2.417 3.123 -2.935 2.571 -2.417 1.376 -1.328 1.197 -.195 .777 -.72 .956 -1.854 1.35 -1.302 1.315 -1.038 .803 -.747 .838 -1.01 2.796 -2.645 2.661 -1.795 2.346 -2.189 2.481 3.039 2.776 -2.625 2.75 2.427 2.366 -2.209 2.392 -2.407 3.348 -3.163 3.214 -2.313 2.898 -2.707 3.033 -3.557 3.328 -3.143 3.302 -2.945 2.918 -2.727 2.944. -2.924 z Shearrkl .004 .004 .021 .021 .026 .026 .021 .021 .007 .007 .006 .006 .002 .002 .003 .003 -.005 .019 .019 .019 .014 .01 .01 .01 .022 .022 .022 .022 .019 .019 .019 .019 .014 .031 .032 .032 .028 .01 .01 .01 .027 .027 .027 .027 .024 .024 .024 .024 .018 .036 .037 _037 .033 .015 .015 .015 Toro uerk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentrk...z -z Momentrk... -.021 .018 -.095 .088 -.116 .108 -.095 .088 .03 .027 -.029 .027 .013 .009 .013 .009 -.015 .044 -.085 .082 -.028 -.008 .043 -.046 -.101 .095 -.101 .094 -.089 .081 .089 .081 -.09 .107 -.143 .136 -.1 .068 .047 .04 .122 .115 -.122 .114 -.11 .1 -.11 .101 -.111 .127 -.164 .155 -.121 .088 -.068 .06 .945 .781 2.426 1.816 2.967 2.207 2.426 1.816 1.175 1.029 .831 .339 .715 .532 1.059 1.222 1.155 1.006 1.074 .779 .735 .555 .816 .783 2.598 2.002 2.34 1.485 2.253 1.63 2.511 2.147 2.583 1.985 2.523 1.815 2.268 1,647 2.329 1.818 3.14 2.393 2.882 1,876 2.794 2.021 3.052 2.538 3.124 2.376 3.064 2.205 2.81 2.038 2.87 2.208 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 23 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 1841 1845 1846 1850 1851 1855 1856 1860 1861 1865 1866 1870 1871 1875 1876 1880 1881 1885 1886 1890 1891 1895 1896 1900 1901 1905 1906 1910 1911 1915 1916 1920 1921 1925 1926 1930 1931 1935 1936 1940 1941 1945 1946 1950 1951 1955 1956 1960 1961 1965 1966 1970 1971 1975 1976 1980 LC 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 Member Label MR M8 M8 M8 MR M8 M8 MR M8 M8 MR M8 MR M8 M8 M8 M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M9A I 1 I 5 M9A I 1 I 5 Nov 5 2010 10:29 AM Checked By Axial(kj y Shearfk] z Shearfk] Tor ue k ft v v Momentfk...z z Momentfk .494 2.796 .022 0 -.101 2.598 I .494 -2.645 .022 0 .095 2.002 I .433 2.661 .022 0 -.101 2.34 .433 -1.795 .022 0 .094 1.485 I .408 2.346 .019 0 .089 2.253 1 .408 -2.189 .019 0 .081 1.63 .468 2.481 .019 0 .089 2.511 .468 3.039 .019 0 .081 2.147 .494 2.776 .014 0 .09 2.583 .494 2.625 .031 0 .107 1.985 .43 2.75 .032 0 -.143 2.523 .412 2.427 .032 0 .136 1.815 .407 2.366 .028 0 .1 2.268 .407 2.209 .01 0 .068 1.647 .472 2.392 .01 0 .047 2.329 .489 2.407 .01 0 .04 1.818 .187 .946 .005 0 .021 .797 .187 -.919 .005 0 .02 717 .107 .76 .005 0 021 453 .107 .215 .005 0 .019 .027 .073 .346 0 0 .004 .337 .073 -.311 0 0 .001 .22 .154 .525 0 0 .005 .681 .154 -1.444 0 0 .002 .91 .188 .92 -.007 0 .006 .777 .188 .892_ .017 0 .037 .694 .102 .884 .017 0 -.077 .696 .079 -.628 .017 0 .075 .466 .072 .372 .012 0 -.02 .357 .072 -.337 -.011 0 .015 243 .158 .40R -.012 0 051 438 .182 .601 -.012 0 -.053 .471 -.568 .058 .001 .013 -.005 .116 -.568 .02 .001 .013 -.001 .019 -3.005 .151 .002 -.057 -.024 .487 -3.005 .114 .002 057 .018 .156 -.568 .058 .001 .013 .005 .116 -.568 .02 .001 .013 .001 .019 1.17 .08 .001 .004 -.01 .202 1.17 .042 .001 004 -.006 .05 -.568 .058 .001 .013 -.005 .116 -.568 .02 .001 .013 -.001 .019 -2.396 .128 .002 -.04 -.019 .394 -2.396 .09 .002 -.04 -.014 .122 -2.847 .144 .002 .046 .023 .459 -2.847 .107 .002 .046 .017 .146 -2.396 .128 .002 -.04 .019 .394 -2.396 .09 .002 -.04 -.014 .172 -.559 .068 .004 .024 -.012 .162 -.559 .03 .004 .024 -.001 .039 .562 .065 .002 .005 .009 .145 -.562 .028 .002 .005 .003 .079 -.577 .048 -.002 .001 .003 .071 .577 .01 002 .001 0 -.001 -.574 .051 0 .031 0 .088 -.574 .013 0 .031 0 .008 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 24 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 1981 1985 1986 1990 1991 1995 1996 2000 2001 2005 2006 2010 2011 2015 2016 2020 2021 2025 2026 2030 2031 2035 2036 2040 2041 2045 2046 2050 2051 2055 2056 2060 2061 2065 2066 2070 2071 2075 2076 2080 2081 2085 2086 2090 2091 2095 2096 2100 2101 2105 2106 2110 2111 2115 2116 2120 LC 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Member Label M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A M9A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl v Shearfkl z Shearfkl Torouefk -ftl v -v Momentfk.. -z Momentfk. .606 .066 -.001 .023 I -.006 .149 -.599 .028 -.001 .023 -.009 .032 -.584 .062 -.045 .015 .088 .134 .584 .025 -.038 .015 -.016 .026 -.53 .05 .004 .003 -.004 .083 -.537 .012 .004 .003 .006 .005 .552 .053 .048 .01 .097 .098 .552 .016 .041 .01 .013 .012 -2.389 .136 .004 -.031 .025 .429 2.389 .098 .004 -.031 .014 .137 -2.392 .133 .003 -.053 -.022 .416 -2.392 .096 .003 -.053 -.015 .129 -2.403 .12 0 -.048 .013 .36 -2.403 .083 0 -.048 -.014 .107 -2.401 .122 .001 -.026 -.016 .373 -2.401 .085 .001 -.026 -.012 .114 -2.424 .134 0 -.032 .02 .419 2.419 .096 0 -.032 -.019 .131 2.408 .131 .033 -.038 .05 .408 2.408 .094 -.027 -.038 -.025 .127 -2.368 .122 .004 -.047 -.018 .37 -2.373 .084 .004 -.047 -.008 .112 -2.384 .125 .037 -.041 -.088 .381 -2.384 .087 .032 041 -.003 .116 -2.84 .152 .004 .038 -.028 .493 -2.84 .114 .004 .038 -.018 .16 -2.843 .15 .003 -.06 -.026 .48 2.843 .112 .003 -.06 -.019 .153 2.854 .137 0 -.055 -.017 .425 -2.854 .099 0 -.055 -.017 .131 -2.852 .139 .001 .033 -.019 .438 2.852 .101 .001 -.033 -.016 .138 -2.876 .15 0 -.039 -.023 .484 -2.871 .112 0 -.039 -.023 .155 -2.86 .148 -.033 -.044 .047 .472 -2.86 .11 .027 -.044 .028 _151 -2.819 .138 .004 -.054 .022 .434 2.824 .101 .004 -.054 .012 .136 -2.835 .141 .037 -.048 .092 .446 -2.835 .103 .032 -.048 .007 .14 -2.389 .136 .004 -.031 -.025 .429 -2.389 .098 .004 -.031 -.014 .137 -2.392 .133 .003 -.053 -.022 .416 -2.392 .096 .003 -.053 -.015 .129 -2.403 .12 0 -.048 -.013 .36 -2.403 .083 0 -.048 -.014 .107 -2.401 .122 .001 -.026 -.016 .373 -2.401 .085 .001 -.026 .012 .114 -2.424 .134 0 -.032 -.02 .419 -2.419 .096 0 -.032 -.019 .131 -2.408 .131 -.033 -.038 .05. .408 2.408 .094 -.027 -.038 -.025 .127 2.368 .122 .004 -.047 -.018 .37 -2.373 .084 .004 -.047 -.008 .112 -2.384 .125 .037 -.041 -.088 .381 -2.384 .087 .032 -.041 -.003 .116 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 25 1 1 1 r f Company Green Creek Wood Products Nov 5, 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By' Member Section Forces (Continued) 2121 2125 2126 2130 2131 2135 2136 2140 2141 2145 2146 2150 2151 2155 2156 2160 2161 2165 2166 2170 2171 2175 2176 2180 2181 2185 2186 2190 2191 2195 2196 2200 2201 2205 2206 2210 2211 2215 2216 2220 2221 2225 2226 2230 2231 2235 2 36 2240 2241 2245 2 246 2250 2251 2255 2256 2260 LC 41 42 43 44 45 46 47 48 1 2 3 4I 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M9A M9A M9A M9M, M9A M9A M9A M9A MUM M1 OA MICA MUM M1 OA M10A M10A MICA M10A MICA M10A M10A MUM MICA M10A M10A M10A M10A MICA M10A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial[k] .331 .331 -.335 -.335 .35 .35 -.347 -.347 -.378 -.372 .357 -.357 .303 -.31 .324 -.324 -.664 -.664 3.441 -3.441 -.664 -.664 -1.4 -1.4 -.664 -.664 2.747 2.747 -3.299 -3.299 2.747 -2.747 -.653 -.653 .664 -.664 -.675 -.675 -.664 -.664 -.708 -.701 -.645 -.645 .62 -.627 -.683 -.683 -2.739 -2.739 -2.747 -2.747 -2.755 -2.755 -2.747 -2 747 v Shearfk] .045 .022 .042 .019 .024 .002 .027 0 .005 0 .043 -.002 .02 -.002 039 -.045 .016 -.039 .027 .003 .004 .003 .03 .047 .008 .04 .149 -.002 .062 002 .842 -.01 379 -.01 .149 -.002 .062 -.002 .348 -.005 .135 -.005 .149 -.002 .062 -.002 .668 -.008 .3 -.008 .818 .01 .355 .01 .668 -.008 .3 -.008 .159 -.005 .071 -.005 .149 -.001 .061 -.001 .139 .001 .052 .001 .15 .003 .062 003 .158 .001 .07 .001 .148 -.045 .06 -.038 .14 -.005 .053 -.005 .15J .041 .063 .034 .676 .01 .307 .01 .668 -.008 .799 -.008 .661 -.006 .292 -.006 .669 .009 3 I -.009 RISA -3D Version 8.0 3 [T' \Calcs_Struc \Operators cab \CabFrameS z Shear 14s1_ Toroue[k ft] v v Momentfk...z z Momentfk.... .004 .004 .002 .002 -.002 -.002 .019 .019 -.01 -.01 .004 -.004 .025 .025 018 018 .01 .01 .003 .003 005 005 -.01 01 .073 073 -.01 -.01 003 003 -.01 -.01 .052 .052 .062 062 .052 .052 -.021 -.021 0 0 .002 002 -.019 019 -.021 -.021 .013 013 .001 .001 -.007 007 .043 .043 059 .059 .061 .061 045 045 -.01 0 .007 -.002 .005 0 .001 001 .004 .008 .089 -.015 -.002 .007 .095 .014 .005 -.01 .023 048 -.005 -.01 -.01 -.021 -.005 .01 -.018 -.039 -.022 .047 -.018 -.039 -.001 -.015 -.008 -.012 .008 .006 -.002 -.009 -014 -.011 .083 .022 .004 .009 -.092 .002 -.016 -.042 -.0? 1 -.04 -.021 -.035 -.016 037 .115 .031 .098 021 .024 -.009 .041 0 102 .024 088 018 .037 .002 .052 .004 .357 093 2.158 633 .357 093 .822 ?18 .357 093 1 .708 .498 2.057 .591 1.708 .498 .401 .113 .357 094 .313 074 357 .093 395 .109 .351 .091 .319 .078 _363 096 1.741 .513 1.708 .499 1.675 483 1.708 497 abOptModified(v01).r3d] Page 26 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 2261 21 2265 2266 22 2270 2271 23 2275 2276 24 2280 2281 25 2285 2286 26 2290 2291 27 2295 2296 28 2300 2301 29 2305 2306 30 2310 2311 31 2315 2316 32 2320 2321 33 2325 2326 34 2330 2331 35 2335 2336 36 2340 2341 37 2345 2346 38 2350 2351 39 2355 2356 40 2360 2361 41 2365 2366 42 2370 2371 43 2375 2376 44 2380 2381 45 2385 2386 46 2390 2391 47 2395 2396 48 2400 Member Label M10A M10A M10A M10A M10A M10A M10A M10A M10A M10A M10A WHOA M10A M10A M10A M10A M10A M10A M10A M10A MICA M10A M10A M10A M10A M10A M10A M10A Sec Axialfkl 2.78 2.775 -2.732 2/32 -2.714 -2.719 -2/61 2.761 -3.291 -3.291 -3.299 -3.299 -3.307 3.307 -3.299 -3.299 -3.332 -3.327 -3.284 -3.284 -3.266 -3.271 -3.314 -3.314 2.739 2.739 -2/47 2.747 -2.755 -2.755 -2.747 -2/47 -2.78 2.775 -2.732 -2.732 -2.714 2.719 -2.761 2.761 -.388 -.388 -.398 -.398 -.409 -.409 -.398 -.398 -.442 -.436 -.379 -.379 -.354 -.361 -.418 -.418 v Shearfkl .675 .306 .667 .298 .662 .293 .67 .301 .825 .362 .817 .354 .81 .347 .818 .355 .824 .362 .816 .354 .811 .348 .819 .356 .676 .307 .668 .299 .661 .292 .669 .3 .675 .306 .667 .298 .662 .293 .67 .301 .099 .047 .089 .036 .08 .027 .09 .037 .098 .046 .088 .035 .081 .028 .091 .039 z Shearfkl -.006 -.006 -.04 .035 -.011 -.011 .024 .019 .012 -.012 .009 .009 -.008 -.008 .01 .01 -.007 -.007 -.042 -.037 -.012 -.012 .022 .017 -.01 .01 -.008 -.008 -.006 -.006 -.009 -.009 -.006 .006 -.04 -.035 -.011 -.011 .024 .019 -.004 -.004 0 0 .002 .002 -.002 -.002 .002 .002 -.044 -.038 -.005 -.005 .042 .035 Torauefk -ftl v -v Momentfk...z -z Momentfk.. .044 .044 .05 .05 .06 .06 .054 .054 .053 .053 .069 .069 .07 .07 .054 .054 .053 .053 .059 .059 .07 .07 .064 .064 .043 .043 .059 .059 .061 .061 .045 .045 .044 .044 .05 .05 .06 .06 .054 .054 .018 .018 .004 .004 .006 .006 .015 -.015 .017 -.017 -.009 -.009 .005 .005 .003 -.003 -.025 .039 .047 -.048 -.011 -.038 -.084 -.03 -.019 -.05 -.024 -.048 -.024 -.043 -.02 -.046 -.029 -.047 .044 -.056 -.015 -.046 -.087 -.038 -.016 -.042 -.021 04 -.021 -.035 -.016 -.037 -.025 -.039 047 .048 -.011 -.038 -.084 -.03 0 -.01 -.006 -.008 -.006 -.002 0 -.005 -.012 007 .084 -.018 .006 -.005 -.09 .006 1.736 .509 1.703 .496 1.68 .486 1.713 .5 2.09 .606 2.057 .592 2.024 .577 2.057 .591 2.085 .603 2.052 .59 2.029 .58 2.061 .593 1.741 .513 1.708 .499 1.675 .483 1.708 497 1.736 .509 1.703 .496 1.68 .486 1.713 .5 .258 .076 .214 .057 .17 .036 .215 .055 .252 .071 .208 .054 .176 .041 .22 .058 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 27 1 1 w 1 1 1 1 1 w 1 1 1 t Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 2401 1 2405 2406 2 2410 2411 3 2415 2416 4 2420 2421 5 2425 2426 6 2430 2431 7 2435 2436 8 2440 2441 9 2445 2446 10 2450 2451 11 2455 2456 12 2460 2461 13 2465 2466 14 2470 2471 15 2475 2476 16 2480 2481 17 2485 2486 18 2490 2491 19 2495 2496 20 2500 2501 21 2505 2506 22 2510 2511 23 2515 2516 24 2520 2521 25 2525 2526 26 2530 2531 27 2535 2536 28 2540 Member Label M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M 11 M11 M11 M11 M11 M 11 M1 M 11 M11 M11 M11 M11 M11 M11 M11 M11 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 5 Axial[k] .007 .007 .032 .032 .007 .007 .013 .013 .007 .007 .026 .026 .03 .03 .076 .026 .011 .011 .008 .008 .003 .003 .007 .007 .009 .009 .011 -.002 .005 .005 .003 .016 .028 .028 .026 .026 .023 .023 .025 _025 .027 .027 .029 .019 .024 .024 .022 .032 .033 .033 .03 03 .027 .027 .03 .03 v Shear[k] .168 -.166 1.05 -1.034 .168 -.166 389 -.382 .168 -.166 .829 R17 .995 -.98 .829 -.817 .168 -.166 .167 -.167 .168 -.166 .169 -.165 .168 -.166 168 -.166 .168 -.166 .168 -.165 _829 -.817 .829 -.818 .829 -.817 .83 -.816 .829 -.817 .829 -.817 .829 -.817 .829 -.817 .995 -.98 .994 -98 .995 -.98 .996 -.979 z Shear[k] 0 0 .001 .001 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 0 0 -.006 .007 .002 .002 .007 -.006 -.002 -.002 0 0 0 0 0 0 0 0 -.004 .006 .003 .003 .006 -.004 0 0 .001 .001 .001 .001 .001 .001 001 .001 Toraue[k -ftl v -v Momentrk...z -z Momentrk... 0 0 _028 7 O 0 .015 0 -.005 .288 0 .005 .221 O 0 .028 0 0 .015 0 .002 .091 0 .002 .061 0 0 .028 O 0 .015 O -.004 223 0 .004 169 0 -.005 .271 0 .005 .204 0 -.004 .223 O .004 169 0 -.001 .018 O .001 006 O -.001 .035 O .001 031 O 0 .037 O 0 .025 0 0 .021 0 0 0 0 .008 .019 O .01 .007 O -.01 .025 O .01 013 O -.01 .036 O -.009 .024 O .009 .03 O -.009 017 O -.004 .216 O .004 _162 0 -.004 .228 O .004 .181 0 -.004 .23 O .004 .176 O -.004 _218 0 .004 .158 O .003 .217 O .011 .163 O -.011 221 O .011 168 O -.011 .23 O .003 .176 O .003 .225 O -.003 _171 O -.005 264 O .005 197 O -.005 .276 O 005 215 O .005 .278 O .005 .211 0 .005 266 O .005 .192 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 28 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 25411 29 2545 2546 30 25501 2551 31 2555 2556 32 2560 2561 33 2565 2566 34 2570 2571 35 2575 2576 36 2580 2581 37 2585 2586 38 2590 2591 39 2595 2596 40 2600 2601 41 2605 2606 42 2610 2611 43 2615 2616 44 2620 2621 45 2625 2626 46 2630 2631 47 2635 2636 48 2640 2641 1 2645 2646 2 2650 2651 3 2655 2656 4 2660 2661 5 2665 2666 6 2670 2671 7 2675 2676 8 2680 Member Label M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M11 M13 M13 M13 M13 M13 M13 M13 M13 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .032 .032 .033 .023 .028 .028 .027 .036 .028 .028 .026 .026 .023 .023 .025 .025 .027 .027 .029 .019 .024 .024 .022 .032 .008 .008 .005 _005 0 0 .004 _004 .006 .006 .008 -.004 .002 .002 0 .013 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 v Shearfkl .995 -.98 .995 -.98 .995 -.98 .995 -.98 .829 .817 .829 -.818 .829 -.817 .83 -.816 .829 -.817 .829 -.817 .829 -.817 .829 -.817 .101 -.099 .1 -.1 .101 -.099 .102 -.098 .101 -.099 .101 -.099 .101 -.099 .101 -.099 .088 .064 .426 .402 .088 .064 .201 .177 .088 .064 .342 .317 .426 .402 .342 .317 z Shearfkl -.004 .006 .003 .003 .006 -.004 0 0 0 0 0 0 0 0 0 0 -.004 .006 .003 .003 .006 -.004 0 0 0 0 0 0 0 0 0 0 -.006 .007 .002 .002 .006 -.006 -.002 -.002 0 0 .004 .004 0 0 .002 .002 0 0 .003 .003 .004 .004 .003 .003 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .002 .002 .006 .006 .002 .002 .003 .003 .002 .002 .005 .005 .006 .006 .005 .005 v -v Momentfk...z -z Momentfk... .002 .264 .012 .197 .012 .269 .012 .202 -.012 .277 -.002 .21 .002 .273 .002 .205 -.004 .216 .004 .162 .004 .228 .004 .181 -.004 I .23 .004 I .176 -.004 .218 .004 .158 .003 .217 .011 .163 -.011 .221 .011 .168 -.011 .23 -.003 .176 .003 .225 -.003 .171 0 .007 O 0 O .023 0 .025 0 .026 O .018 0 .01 0 -.006 .009 .008 .01 0 -.01 .014 .01 .007 -.01 .025 -.009 .018 .009 .019 -.009 .011 -.002 .229 0 0 -.009 1.243 .002 .001 -.002 .229 O 0 -.004 .568 O .001 -.002 .229 O 0 -.007 .989 .002 .001 -.009 1.243 .002 .001 -:007 .989 .002 .001 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 29 1 1 i 1 t Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 2681 2685 2686 2690 2691 2695 2696 2700 2701 2705 2706 2710 2711 2715 2716 2720 2721 2725 2726 2730 2731 2735 2736 2740 2741 2745 2746 2750 2751 2755 2756 2760 2761 2765 2766 2770 2771 2775 2776 2780 2781 2785 2786 2790 2791 2795 2796 2800 2801 2805 2806 2810 2811 2815 2816 2820 LC 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Member Label M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 5 Axial[kl 0 0 0 0 0 0 0 0 -.003 -.003 -.008 -.004 .003 .003 .008 .004 0 0 0 0 0 0 0 0 -.002 -.002 -.006 -.003 .002 .002 .006 .003 0 0 0 0 0 0 0 0 -.002 -.002 -.006 -.003 .002 .002 .006 .003 0 0 0 0 0 0 0 0 v Shearfkl .089 .064 .088 .064 .088 .064 .089 .064 .089 .064 .088 .064 .088 .064 _088 .064 .342 .317 .342 .317 .342 .317 .342 .317 .342 .317 .342 .317 .342 .317 .342 .317 .426 .402 .426 402 .426 .402 .4.26 .402 .426 .402 .426 .402 .426 .402 .426 .402 .342 .317 _342 .317 .342 .317 _342 .317 z Sheartk] 0 0 0 0 0 0 0 0 .009 .004 .001 .001 -.007 -.003 0 0 .003 .003 .003 .003 .003 .003 .003 .003 .009 .006 .003 .003 -.003 0 .003 .003 .004_ .004 .004 _004 .003 .003 .003 .003 .01 .006 .004 .004 -.002 0 .003 .003 .003 .003 .003 .003 .003 .003 .003 .003 Toraue[k ft! v v Momentfk...z z Moment[k... .002 -.002 .23 .002 0 .001 .001 -.002 .228 .001 0 0 .001 -.002 .228_ 001 0 0 .002 -.002 .23 .002 0 .001 .002 .013 .23 .002 .006 .001 .002 0 .23 .002 .003 0 .001 .01 .228 .001 -.005 0 002 -.003 .229 .002 -.002 0 .005 -.007 .99 .005 .002 .001 .004 -.007 .989 .004 .002 0 .004 .007 .989 .004 .002 0 .005 .007 .99 .005 .002 .001 .005 -.016 .99 .005 .006 .001 .005 -.006 .99 _005 .004 .001 .004 .002 .989 .004 -.003 0 .005 -.008 .989 .005 0 0 .006 -.009 1.244 .006 .002 .002 .006 -.009 1.243 006 .002 001 .005 -.008 1.243 .005 .002 .001 .006 -.008 1.244 .006 .002 002 .006 -.017 1.244 .006 .006 .002 .006 -.008 1.244 006 .004 001 .006 0 1.243 .006 .002 .001 .006 -.01 1.243 .006 0 001 .005 -.007 99 .005 .002 001 .004 -.007 989 .004 .002 0 .004 -.007 .989 .004 .002 0 005 -.007 99 .005 .002 .001 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 30 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 2821 37 2825 2826 38 2830 2831 39 2835 2836 40 2840 2841 41 2845 2846 42 2850 2851 43 2855 2856 44 2860 2861 45 2865 2866 46 2870 2871 47 2875 2876 48 2880 2881 1 2885 2886 2 2890 2891 3 2895 2896 4 2900 2901 5 2905 2906 6 2910 2911 7 2915 2916 8 2920 2921 9 2925 2926. 10 2930 2931 11 2935 2936 12 2940 2941 13 2945 2946 14 2950 2951 15 2955 2956 16 2960 Member Label M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M13 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 Axialfkl -.002 -.002 -.006 -.003 .002 .002 .006 .003 0 0 0 0 0 0 0 -.003 -.003 -.008 -.004 .003 .003 .008 .004 0 0 .004 -.004 0 0 -.002 -.002 0 0 .003 .003 -.004 -.004 -.003 -.003 0 0 0 0 0 0 5 0 1 -.004 5 I .002 1 I -.001 5 -.001 1 I .003 5 I -.004 1 I 0 5 I 0 v Shearfkl .342 .317 .342 .317 .342 .317 .342 .317 .053 .039 .053 .038 .053 .038 .053 .039 .053 .039 .053 .038 .053 .038 .053 .038 .064 .063 .402 -.4 .064 -.063 .177 -.175 .064 -.063 .317 -.316 .402 -.4 .317 -.316 .064 -.063 .064 -.063 .064 -.063 .064 -.063 .064 -.063 .064 -063 .064 -.063 .064 -.063 z Shearfkl .009 .006 .003 .003 -.003 0 .003 .003 0 0 0 0 0 0 0 0 .008 .004 0 0 -.008 -.003 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.003 -.003 -.004 .003 .003 .003 .004 -.003 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\CabFrameS Torauefk -ftl .005 .005 .005 .005 .004 .004 .005 .005 .002 .002 0 0 0 0 .002 .002 .002 .002 .001 .001 0 0 .001 .001 0 0 .001 -.001 0 0 -.001 -001 0 0 -.001 -.001 -.001 -.001 -.001 -.001 -.001 -.001 0 0 0 0 -.001 -.001 -.001 -.001 0 0 0 0 0 0 v -v Momentfk. z -z Momentfk... -.016 .99 .006 .001 -.006 .99 .004 .001 .002 .989 -.003 0 -.008 .989 O 0 -.001 .139 0 0 -.001 .137 O 0 0 .137 O 0 O .139 0 -.013 .006 0 .003 .011 -.006 -.002 -.003 0 0 .002 .002 0 0 0 0 0 0 .002 .002 .002 .002 .002 .002 0 0 0 0 0 0 0 0 .006 -.005 .003 001 -.005 .006 -002 0 0 .139 0 .138 0 .137 0 .137 0 .002 0 .006 .002 .002 0 .003 0 .002 0 .005 .002 .006 .002 .005 .002 .002 -.001 .001 0 .001 0 .002 -.001 .002 -.001 .002 0 001 0 002 0 abOptModified(v01) r3d] Page 31 1 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 12961 2965 2966 2970 2971 2975 2976 2980 2981 2985 2986 2990 2991 2995 2996 3000 3001 3005 3006 3010 3011 3015 3016 3020 3021 3025 3026 3030 3031 3035 3036 3040 3041 3045 3046 3050 3051 3055 3056 3060 3061 3065 3066 3070 3071 3075 3076 3080 3081 3085 3086 3090 3091 13095 13096 13100 LC 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Member Label Sec M16 1 1 1 5 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 M16 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 1 5 1 5 1 5 1 Axial[k] -.003 -.003 -.003 -.003 -.003 -.003 -003 -.003 -.006 0 -.003 -.003 0 -.005 -.003 -.003 -.004 -.004 -.004 -.004 -.003 -.003 -.003 -.003 -.006 -.001 -.004 -.004 0 -.006 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.006 0 003 -.003 0 -.005 -.003 003 0 0 0 0 0 5 1 0 1 I 0 5 1 0 y Shearfkl .317 -.316 .317 -.316 .317 -.316 .317 -.316 .317 -.316 .317 .316 .317 -.316 .317 -.316 .402 _4 .402 -.4 .402 -.4 .402 4 .402 -.4 .402 4 402 -.4 .402 -.4 .317 -.316 .317 316 .317 -.316 .317 -.316 .317 -.316 .317 -.316 .317 -.316 .317 -.316 .039 -.037 .038 038 .038 -.038 .039 037 z Shearfk Tor ue k -ft yv 0 .001 0 0 0 0 0 0 0 -002 -.002 -.003 002 .002 002 003 002 0 0 0 0 0 0 0 0 002 -002 -.003 .002 .002 .002 003 002 0 0 0 0 0 0 0 0 -.002 002 -003 002 002 002 003 -.002 0 0 0 0 0 0 0 0 .001 0 0 0 0 .001 001 001 001 -.001 -.001 0 0 0 0 002 -.002 -001 -.001 -.001 -.001 002 002 -.002 -.002 -.001 -.001 -.001 -.001 .001 -.001 .001 -.001 0 0 0 0 -001 001 .001 -.001 001 -.001 0 0 0 0 0 0 0 0 0 0 0 Nov 5 2010 10:29 AM Checked By Momentf z z Momentfk_.. .002 ,002 .002 002 .002 002 002 .002 .006 -.002 .004 .002 -.003 .006 0 .001 .002 002 .002 002_ .002 .002 .002 002 .006 -.002 004 _003 -.002 .006 0 002 .002 .002 _002 002 .002 .002 002 002 006 .002 .004 002 -.003 .006 0 .001 0 0 0 0 0 0 0 0 .005 .001 .004 .002 .004 .002 .005 .001 .005 .001 .005 .002 .004 .002 005 .002 .006 .002 006 .002 .005 .002 .006 002 .006 .002 .006 002 .006 002 006 .002 .005 .001 004 002 004 .002 005 001 005 001 005 007_ 004 .002 .005 002 .002 0 0 0 0 002 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 32 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3101 3105 3106 3110 3111 3115 3116 3120 3121 3125 3126 3130 3131 3135 3136 3140 3141 3145 3146 3150 3151 3155 3156 3160 3161 3165 3166 3170 3171 3175 3176 3180 3181 13185 13186 3190 3191 13195 13196 3200 3201 3205 3206 3210 3211 3215 3216 3220 3221 3225 3226 3230 3231 3235 3236 [3240 LC 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Member Label M16 M16 M16 M16 M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .004 .003 0 0 .003 -.003 0 0 -.001 -.001 .006 .006 -.001 -.001 0 0 -.001 -.001 .004 .004 .005 .005 .004 .004 -.004 -.004 0 0 .002 .002 -.002 002 0 0 008 016 003 -.003 -.01 .013 .002 .002 005 .005 .006 .006 .003 003 .006 .006 .011 .007 .003 .003 -.003 015 v .039 .037 .038 -.038 .038 -.038 .038 -.038 .221 -.174 1.201 -.943 .221 -.174 .474 -.357 .221 -.174 .956 -.751 1.146 -.889 .956 -.751 .221 -.174 .221 -.173 .221 -.174 .22 .174 .22 -.174 .222 -.172 .221 -.173 .219 -.175 .956 -.751 .957 .75 .956 -.751 .955 -.751 .956 -.751 .957 -.75 .956 -.751 .955 -752 z Shearfkl_ -.003 -.003 -.004 .003 .003 .003 .004 -.003 0 0 .006 .006 0 0 .002 .002 0 0 .005 .005 .006 .006 .005 .005 .001 .001 .002 .002 0 0 0 0 -.012 .012 .02 .02 .013 -.01 -.018 -.018 .005 .005 .005 .005 .004 .004 .004 .004 .005 .013 .019 .019 .014 -.004 -.009 009 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... .006 -.005 .003 0 -.006 .006 -.003 0 -.005 .003 -.03 .021 -.005 .003 -.012 .009 -.005 .003 -.024 017 -.029 .021 -.024 .017 -.007 .006 -.008 .007 -.003 .001 -.002 0 .015 .018 -.086 .085 .025 -.011 .076 -.078 -.026 .018 -.027 .019 -.023 .015 -.022 .014 .009 .027 -.085 .077 -.039 .006 .037 -.044 .002 0 .001 0 0 0 .001 0 .162 -.043 .856 -.273 .162 -.043 .405 -.107 .162 .043 .682 216 .864 -.264 .682 -.216 .157 -.047 .17 042 .167 -.039 .155 -.044 .156 -.046 .168 -.051 .169 .041 .156 -.036 .679 -.219 .688 -.215 .686 -.213 .676 216 .678 -.218 .687 -.221 .687 -.214 .678 -.21 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 33 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 3241 3245 3246 3250 3251 27 3255 3256 28 3260 3261 29 3265 3266 30 3270 3271 31 3275 3276 32 3280 3281 33 3285 3286 34 3290 3291 35 3295 3296 36 3300 3301 37 3305 3306 38 3310 3311 39 3315 3316 40 3320 3321 41 3325 3326 42 3330 3331 43 3335 3336 44 3340 3341 45 3345 3346 46 3350 3351 47 3355 3356 48 3360 3361 1 13365 13366 2 3370 3371 3 13375 13376 4 13380 LC Member Label 25 I M19A 1 26 I M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M19A M20A M20A M20A M20A Sec 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 1 5 1 5 Axial[k] .003 .003 .005 .005 .007 .007 .004 .004 .006 .006 .011 -.006 .003 .003 -.002 .016 .002 .002 .005 .005 .006 .006 .003 .003 .006 .006 .011 -.007 .003 .003 -.003 .015 -.003 -.003 0 0 .002 .002 -.002 -.002 .001 .001 .009 -.015 -.002 -.002 -.01 .014 -.002 -.002 -.015 015 -.002 -.002 -.005 -.005 v Shear[kl 1.146 -.889 1.147 -.888 1.146 -.889 1.146 -.889 1.146 -.889 1.148 -.887 1.147 -.888 1.145 -.89 .956 -.751 .957 -.75 .956 -.751 .955 -.751 .956 -.751 .957 -.75 .956 -.751 .955 -.752 .132 -104 .133 -.103 .133 -.104 132 -.105 .132 -.105 .134 -.103 .133 -.104 .131 -.106 .168 -.166 1.045 -1.039 .168 -.166 .387 -.384 z Shear[k] .006 .006 .006 .006 .005 .005 .005 .005 -.004 .014 .02 .02 .015 -.003 -.008 -.008 .005 .005 .005 .005 .004 .004 .004 .004 -.005 .013 .019 .019 .014 -.004 -.009 -.009 .001 .001 .001 .001 0 0 0 0 -.012 .012 .019 .019 .013 -.011 -.018 -.018 0 0 0 0 0 0 0 0 Torque[k -ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nov 5 2010 10:29 AM Checked By v v Momentfk...z z Moment[k.. -.031 .022 -.032 .023 -.028 .019 -.027 .018 -.014 .031 -.09 .081 -.044 .01 .032 -.04 .026 .018 .027 019 .023 015 .022 .014 -.009 .027 -.085 077 039 .006 037 -.044 -.005 .004 .006 005 0 0 0 0 .017 .016 .084 083 -.023 -.012 .078 -.079 0 0 -.002 002 0 0 0 0 .86 -.267 .87 -.263 .868 -.261 .858 -.764 .859 -.266 .869 .269 .869 -.262 .859 -.258 .679 -.219 .688 -.215 .686 -.213 676 -.216 678 -.218 .687 -.221 .687 -.214 .678 71 093 -.03 .105 025 .102 -.022 .09 -.027 .091 -.029 104 033 104 .023 091 .019 .033 .028 218 189 .033 .028 084 07 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 34 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 3381 5 3385 3386 6 3390 3391 7 3395 3396 8 3400 3401 9 3405 3406 10 3410 3411 11 3415 3416 12 3420 3421 13 3425 3426 14 3430 3431 15 3435 3436 16 3440 3441 17 3445 3446 3450 3451 19 3455 3456 20 3460 3461 21 3465 3466 22 3470 3471 23 3475 3476 24 3480 3481 25 3485 3486 26 3490 3491 27 3495 3496 28 3500 13501 29 13505 3506 30 3510 35111 31 135151 35161 32 35201 Member Label M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A Sec Axialfkl 5 5 1 5 1 5 1 -.002 -.002 -.012 -.012 -.014 -.014 -.012 -.012 -.002 -.002 -.003 .003 -.003 -.003 -.002 -.002 -.009 -.009 .004 -.009 .005 .005 .008 .004 -.011 .011 .012 -.012 -.012 -.012 .011 -.011 -.017 -.017 -.007 -.017 -.006 -.006 -.016 -.007 -.013 -.013 -.014 -.014 -.014 -.014 -.013 .013 .019 -.019 -.009 -.019 -.008 -.008 -.018 -.009 v Shearfkl .168 -.166 .826 -.821 .991 -.984 .826 -.821 .168 -.166 .168 -.166 .168 -.166 .167 -.167 .168 -.166 .168 .166 .168 .166 .167 .167 .826 .821 .826 -.82 .826 -.821 .826 .821 .826 -.821 .826 -.82 .826 -.82 .826 -.821 .991 -.984 .991 -.984 .991 .984 .991 .984 .991 -.984 .991 .984 .991 -.984 .991 -.984 z Shearfkl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.006 .006 .001 .001 .007 -.006 -.001 -.001 0 0 0 0 0 0 0 0 -.005 .005 .001 .001 .005 -.004 0 0 0 0 0 0 0 0 0 0 -.004 .005 .001 .001 .005 -.004 0 0 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Toro uef k -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk.._z -z Momentfk.. 0 0 -.001 .001 -.002 .002 -.001 .001 0 0 0 0 0 0 0 0 .009 .009 .006 .007 -.01 -.009 .006 -.006 -.001 .002 -.001 002 -.001 .001 -.001 .001 .006 .008 -.006 .006 -.008 -.005 .003 -.003 -.002 .002 -.002 .002 -.001 .002 -.001 .002 .006 .009 -.006 .006 -.009 -.005 .003 -.003 .033 .028 .172 .148 .21 .18 .172 .148 .033 .027 .034 .027 .033 .028 .032 .028 .032 .028 .034 027 .034 .028 .032 .028 .172 .148 .173 .148 .172 .149 .171 149 .171 .148 173 .148 .173 .148 .172 .149 .21 .18 .211 .18 .21 .18 .209 18 .209 .18 .211 .179 .211 .18 .21 .18 abOptModified(v01).r3d] Page 35 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 3521 3525 3526 3530 3531 3535 3536 3540 3541 3545 3546 3550 3551 3555 3556 3560 3561 3565 3566 3570 3571 3575 3576 3580 3581 3585 3586 3590 3591 3595 3596 3600 3601 3605 3606 3610 3611 3615 3616 3620 3621 3625 3626 3630 3631 3635 3636 3640 3641 3645 4 3650 13651 13655 13656 [3660 LC 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 Member Label M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M20A M21 M21 M21 M21 M21 M21 M71 M21 M71 M221 M21 M21 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 I 5 1 Axialfk] v -.011 I .826 -.011 I -.821 -.012 .826 -.012 -.82 -.012 _826 -.012 -.821 -.011 _826 -.011 -.R21 -.017 .826 -.017 -.821 -.007 .826 -.017 -.82 -.006 .826 -.006 -.82 016 .826 007 -.821 O .101 O -.1 -.002 .101 002 -.1 -.002 .101 -.002 -.1 O .1 O -.1 -.009 .1 009 -.1 .005 _101 008 -.1 .006 .101 .006 -.1 .007 .1 .005 -.1 -.664 -.107 664 -.137 -3.442 -.671 -3.442 .701 -.664 -.107 664 -.137 -1.401 -.254 -1.401 -.284 -.664 -.107 -.664 -.137 2.748 -.53 -2.748 -.56 -3.3 -.64 -3.3 -.67 -2.748 .53 -2.748 _56 -.653 -.097 -.653 -.127 .664 -.106 .664 -.136 -.675 -.117 -.675 -.147 -.664 -.107 664 -.138 z Shearfk] 0 0 0 0 0 0 0 0 -.005 .005 .001 .001 .005 -.004 0 0 0 0 0 0 0 0 0 0 006 .006 .001 .001 .006 006 001 -.001 .005 .005 022 022 .005 .005 .008 .008 .005 .005 .017 .017 02 .02 017 .017 .006 .006 .006 006 004 .004 004 004 Nov 5, 2010 10:29 AM Checked By Toraue[k -ft] y -y Momentfk. 0 -.001 O .002 O -.001 0 .002 0 -.001 0 .001 0 -.001 0 .001 O .006 O .008 0 -.006 0 .006 0 -.008 0 .005 0 .003 O .003 O 0 O 0 O 0 0 0 0 0 0 0 O 0 O 0 O .009 O .009 O -.006 O .006 O -01 O -.009 0 .0k6 0 .006 -.037 -.009 -.037 0 -.216 .043 -.216 0 -.037 .009 -.037 0 -.088 .019 -.088 -.002 -.037 -.009 .037 0 -.171 -.035 .171 0 .209 -.042 -.209 -.002 .171 -.035 .171 0 .039 -.013 .039 -.002 .035 -.0_11 .035 .002 -.035 -.005 -.035 .003 -.04 _008 .04 0 z -z Momentfk... .172 .148 .173 .148 .172 .149 .171 149 .171 .148 .173 .148 .173 .148 _172 .149 .019 .016 .021 .016 .02 _017 .019 .017 .019 _016 02 016 021 .017 .019 .017 .093 .337 .633 2.005 .093 .337 .218 756 .093 .337 498 1.588 .591 1.902 _498 1.588 .113 .337 _094 .337 .074 .337 .093 338 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 36 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By' Member Section Forces (Continued) 3661 3665 1RR6 3670 3671 3675 3676 3680 3681 3685 3686 3690 3691 3695 3696 3700 3701 3705 3706 3710 3711 3715 3716 3720 3721 3725 3726 3730 3731 3735 3736 3740 3741 3745 3746 3750 3751 1 3755 3756 3760 3761 13765 3766 3770 3771 3775 3776 3780 3781 3785 3786 3790 3791 3795 3796 3800 LC 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Member Label M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 M21 Sec 1 5 1 5 1 5 1 5 Axialfkl -,695 -.69 -.647 -.647 .633 .639 .682 .682 -2.74 -2.74 -2.748 -2.748 -2.756 -2.756 -2.748 2.748 -2.771 2.767 2.735 2.735 -2.724 -2.728 -2.761 -2.761 -3.292 -3.292 -3.3 -3.3 -3.308 -3.308 -3.3 -3.3 -3.323 -3.319 -3.287 3.287 -3.277 -3.281 -3.313 -3.313 -2.74 -2.74 -2.748 -2.748 -2.756 -2.756 -2.748 -2.748 -2.771 -2.767 -2.735 -7,735 -2.724 2.728 2.761. -2.761 v Shearfkl .098 -.128 .108 -.138 -,116 -.146 -.105 -.136 -.523 -.553 .53 .56 -.537 -.567 .53 .56 -.523 -.553 -.531 -.561 -.537 -.567 -.529 -.559 -.633 -.663 -.64 -.67 -.648 .678 -.641 -.671 -.633 -.664 -,641 -.671 -.647 -.677 -.639 -.669 -.523 -.553 .53 .56 -.537 -.567 .53 .56 -.523 -,553 -,531 -.561 -.537 -.567 -.529 -.559 z Shearfkl .01 .01 -.027 -.022 0 0 .037 .032 .018 .018 .018 .018 .017 .017 .017 .017 .022 .022 .007 -.003 .013 .013 .042 .038 .02 .02 .021 .021 .02 .02 .019 .019 .024 .024 -.004 0 .016 .016 .044 .04 .018 .018 .018 .018 .017 .017 .017 .017 .022 .022 .007 .003 .013 .013 .042 .038 Torauefk -ftl v -v Momentfk...z -z Momentfk.. .04 -.019 .109 .04 .002 .335 -.038 -.012 .091 -.038 -.061 .338 -.035 0 .078 -.035 0 .34 -,037 -.007 .096 -.037 .062 .337 -.173 -.038 .513 -.173 -.002 1.588 -.169 -.035 .499 -.169 .001 1.588 -.17 -.032 .483 .17 .002 1.588 -.173 -.034 .497 .173 0 1.588 -.173 -.042 .51 -.173 .001 1.586 .171 -.036 .496 .171 -.046 1.588 -.169 .027 .486 -.169 0 1.59 .171 .033 .5 -.171 .046 1.587 -.211 -.045 .606 -.211 -.004 1.902 .207 -.043 .592 -.207 0 1.902 -.208 -.039 .577 -.208 0 1.902 -.211 -.041 .591 -.211 -.003 1.902 -.211 -.049 .603 -.211 0 1.9 -.209 -.044 .59 -.209 -.048 1.902 -.208 -.034 .58 -.208 -.003 1.904 -.209 -.04 .593 -.209 .044 1.901 -.173 -.038 .513 .173 .002 1.588 .169 -.035 .499 .169 .001 1.588 .17 .032 .483 .17 .002 1.588 .173 -.034 .497 .173 0 1.588 -.173 -.042 .51 -.173 .001 1.586 -.171 -.036 .496 -.171 -.046 1.588 -.169 .027 .486 -.169 0 1.59 -.171 .033 .5. -.171 .046 1.587 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 37 1 t 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 3801 3805 3806 3810 3811 3815 3816 3820 3821 3825 3826 3830 3831 3835 3836 3840 3841 3845 3846 3850 3851 3855 3856 3860 3861 3865 3866 3870 3871 3875 3876 3880 3881 3885 3886 3890 3891 3895 3896 3900 3901 3905 3906 3910 3911 3915 3916 3920 3921 3925 3926 3930 3931 3935 3936 3940 LC 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 Member Label M21 M21 M21 IV121 M21 M21 M21 M21 M.. ?2 M ?2 M22 M22 M22 M22 M22 M22 M22 M72 M22 M22 M22 M22 M22 M22 M22 1M22 M22 M22 Sec AxiaiIi 1 I -.388 5 I -.388 1 -.398 5 -_398 1 409 5 -.409 1 -.399 5 -.399 1 -.429 5 -.424 1 -.381 5 -.381 1 -.368 5 -.373 1 416 5 -.416 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 -.012 5 -.006 1 .001 5 .001 1 .012 5 .007 1 -.001 5 -.001 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 v Shearfkl -.054 -.072 -.064 -.082 -.074 -.092_ -.065 -.083 -.055 -.073 -.066 -.084_ -.073 -_091 -.063 -.081 .198 .16R 1.076 1.045 .198 .168 .417 .387 .198 .168 .856 .826 1.021 .991 .856 .826 .198 .168 .198 .168 _198 .168 .198 .167 .198 .168 .198 .168 .198 .168 .198 .167 .856 _8 ?F_ .856 .826 .856 _826 .856 .826 z Shearfk] .004 .004 .004 .004 .002 .002 .002 .002 .008 .008 -.029 -.024 -.003 -.003 .035 .03 .002 .002 .015 .015 .002 .002 .005 005 .002 .002 .012 .012 .014 .014 .012 .012 .002 .002 .003 003 .003 .003 .002 .002 .009 .009 -.009 -.004 -.005 -.005 .014 .008 .011 .011 .012 .012 .012 .012 .011 .011 Toraue[k ft] y y Momentfk...z z Momentik... .024 I -.01 .076 1 .021_ -.003 .202 -.02 .007 .057 -.02 001 .202 -.02 .002 .036 -.02 .003 .202 .025 -.004 .055 -.025 0 .203 -.025 -.015 .071 -.025 .001 .2 -.023 -.008 .054 -.023 -.061 .203 02 .004 .041 02 0 .205 -.022 .003 .058 -.022 062 .202 .033 -.005 .365 .033 0 0 .218 .031 2.121 218 .002 0 .033 -.005 .365 .033 0 0 .084 -.01 _805 .084 0 0 .033 -.005 .365 .033 0 0 .172 -.025 1.682 .172 -.001 0 .21 -.029 2.011 .21 .002 0 .172 -.025 1.682 .172 -.001 0 .033 -.004 .365 .033 0 0 .034 -.006 .366 .034 0 0 .033 -.006 .365 .033 0 0 .032 -.004 .365 .032. 0 0 .032 -.01 .365 .032 .009 0 .034 007 .366 _034 .006 0 .034 0 _366 .034 -.01 0 .032 -.016 365 .032 .006 0 .172 -.024 1.682 .172 .001 0 _173 025 1.682 .173 001 0 .172 -.025 1.682 .172 -.001 0 .171 -.024 1.682 .171 -.001 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) rid] Page 38 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 3941 21 3945 3946 22 3950 3951 23 3955 3956 24 3960 3961 25 3965 3966 26 3970 3971 27 3975 3976 28 3980 3981 29 3985 3986 30 3990 3991 31 3995 3996 32 4000 4001 33 4005 4006 34 4010 4011 35 4015 4016 36 4020 4021 37 4025 4026 38 4030 4031 39 4035 4036 40 4040 4041 41 14045 14046 42 14050 14051 43 4055 4056 44 4060 4061 45 4065 4066 46 4070 4071 47 4075 4076 48 4080 Member Label M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 M22 Sec 1 .5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 I Axialrkl -.009 -.005 .001 .001 .009 .005 0 0 0 0 0 0 0 0 0 0 -.009 -.004 .001 .001 .009 .005 0 0 0 0 0 0 0 0 0 0 -.009 -.005 .001 .001 .009 .005 0 0 0 0 0 0 0 0 -.012 .006 .001 001 .012 .006 -.001 -.001 v Shearrkl .856 .826 .856 .826 .856 .826 .856 .826 1.021 .991 1.021 .991 1.021 .991 1.021 .991 1.021 .991 1.021 .991 1.021 .991 1.021 .991 .856 .826 .856 .826 .856 .826 .856 .826 .856 .826 .856 .826 .856 .826 .856 .826 .119 .101 .119 .101 .119 .101 .118 .1 .119 .1 .119 .101 .119 .101 .118 .1 z Shearrkl .017 .017 .003 .007 .006 .006 .02 .016 .013 .013 .014 .014 .014 .014 .013 .013 .019 .019 .005 .009 .008 .008 .022 .018 .011 .011 .012 .012 .012 .012 011 .011 .017 .017 .003 .007 .006 .006 02 .016 0 0 002 .002 .002 .002 0 0 .009 .009 -.01 -.005 -.006 -.006 .013 .007 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torouerk -ftl .171 .171 .173 .173 .173 .173 .172 _172 .21 .21 .211 .211 .21 .21 .209 .209 .209 .209 .211 .211 .211 .211 21 21 .172 .172 .173 .173 .172 .172 .171 .171 .171 .171 .173 .173 .173 .173 .172 .172 .019 .019 .021 .021 .02 .02 .019 .019 .019 .019 .02 .02 .021 .021 .019 .019 v -v Momentrk...z -z Momentrk... -.028 .006 -.016 -.006 -.021 -.008 .033 .003 .028 .002 -.029 -.002 -.029 .001 -.028 -.001 -.033 .006 -.02 -.006 .025 -.009 -.037 .003 -.024 .001 .025 .001 -.025 -.001 -.024 -.001 -.028 .006 .016 -.006 .021 .008 .033 .003 -.002 0 -.004 0 -.004 0 -.002 0 -.008 .009 .009 -.006 .002 -.01 -.014 .006 1.682 0 1.682 0 1.682 0 1.682 0 2.011 0 2.012 0 2.011 0 2.011 0 2.011 0 2.012 0 2.012 0 2.011 0 1.682 0 1.682 0 1.682 0 1.682 0 1.682 0 1.682 0 1.682 0 1.682 0 .219 0 22 0 .219 0 .219 0 .219 0 .22 0 219 0 .219 0 abOptModified(v01) r3d] Page 39 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 4081 4085 4086 4090 4091 4095 4096 4100 4101 4105 4106 4110 4111 4115 4116 4120 4121 4125 4126 4130 4131 4135 4136 4140 4141 4145 4146 4150 4151 4155 4156 4160 4161 4165 4166 4170 4171 4175 4176 4180 4181 4185 4186 4190 4191 4195 4196 4200 4201 4205 4206 4210 4211 4215 4216 4220 LC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Member Label Sec Axialfkl M23 M23 M23 M73 M23 M23 M23 M23 M23 M71 M23 M23 M..23 M73 M23 M23 M23 M7'3 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 -.568 -.568 3.004 3.004 -.568 -.568 -1.169 -1.169 -.568 -.568 2.395 2.395 -2.846 -2.846 2.395 -2.395 -.558 -.558 -.562 -.562 -.577 -.577 -.574 .574 -.592 -.587 -.582 -.582 -.543 -.549 -.554 -.554 -2.388 -2.388 2.391 2.391 -2.402 2.402 -2.4 -2.4 -2.414 -2.409 2.406 -2.406 -2.377 -2.381 -2.384 -2.384 -2.839 -2.839 -2.842 -2.842 2.853 -2.853 -2.851 -2.851 v Shearfkl -.145 -.176 -.921 -.951 -.145 -.176 -.34 -.371 -.145 -.176 -.727 -.757 -.873 -.903 -.727 -.757 -.135 -.165 -.139 -.169 -.156 -.186 -.152 -.182 -.138 -.168 -.141 -.171 -.153 -.183 -.15 -.18 -.719 -.749 -.722 -.752 -.734 -.765 -.732 -.762 -.721 -.751 -.724 -.754 -.733 -.763 -.73 -.76 -.865 -.896 -.868 -.898 -.881 -.911 -.878 -.908 z Shearfkl -.006 -.006 -.029 -.029 -.006 -.006 -.011 .011 -.006 -.006 -.024 -.024 -.028 -.028 -.024 024 -.006 -.006 005 -.005 -.005 -.005 -.006 -.006 -.01 -.01 -.036 .031 0 0 .025 .02 -.024 -.024 -.023 023 -.023 -.023 -.024 -.024 .027 .027 -.047 -.043 .02 -.02 0 .005 -.028 .028 -.02.8 028 -.027 -.027 -.028 -.028 Torauefk ftl .028 .028 .164 .164 .028 .028 .065 065 .028 .028 .13 .13 .157 .157 .13 .13 .03 .03 .026 .026 .026 .026 .03 .03 .03 .03 .029 .029 .026 .026 .027 .027 .131 .131 .128 .128 .128 .128 .131 .131 .131 .131 .13 .13 .128 .128_ .129 .129 .159 .159 .156 _156 .156 .156 .159 .1 _59 Nov 5 2010 10:29 AM Checked By v -v Momentfk_.z -z Momentfk... 0 -.012 -.013 -.072 0 -.012 -.004 .027 0 .012 -.01 -.057 -.012 -.068 -.01 .057 0 -.013 -.002 -.012 0 -.01 .001 -.011 .002 -.019 .005 -.073 -.002 -.004 005 05 -.01 .058 011 -.057 -.01 -.056 -.009 -.056 .008 -.062 -.014 -.103 -.011 .051 .006 -.011 -.012 -.069 .014 -.069 -.013 -.067 011 068 .019 .339 .156 2.027 019 .339 .05 761 .019 .339 .122 1.605 .145 1.922 .122 1.605 039 .339 .029 .337 -.001 .34 .008 .342 .032 .337 .076 .338 .005 .342 .012 .341 .137 1.605 .129 1.603 .107 1.606 .114 1.607 .131 1.603 _127 1.604 .112 1.607 .116 1.607 .16 1.921 153 1.92 .13 1.922 138 1.924 RISA Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 40 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section. Forces (Continued) 4221 4225 4226 4230 4231 4235 4236 4240 4241 4245 4246 4250 4251 4255 4256 4260 4261 4265 4266 4270 4271 4275 4276 4280 4281 4285 4286 4290 4291 4295 4296 4300 4301 4305 4306 4310 4311 4315 4316 4320 4321 4325 4326 4330 4331 4335 4336 4340 4341 14345 14346 4350 4351 4355 14356 14360 LC 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 Member Label M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 M23 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 M24 1 5 M24 1 5 M24 1 5 M24 1 5 M24 1 5 M24 1 5 M24 I 1 1 5 M24 I 1 1 5 Axialfkl -2.865 -2.861 2.857 -2.857 -2.828 -2.832 -2.836 2.836 2.388 -2.388 -2.391 -2.391 2.402 -2.402 -2.4 -2.4 -2.414 -2.409 -2.406 2.406 -2.377 2.381 -2.384 -2.384 -.331 -.331 -.335 -.335 -.35 -.35 -.347 -.347 -.365 -.36 -.355 -.355 .316 -.322 -.326 -.326 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v Shearfkl -.867 -.897 .87 .9 .879 -.909 -.876 -.906 -.719 -.749 -.722 .752 -.734 -.765 -.732 -.762 -.721 -.751 -.724 -.754 -.733 .763 -.73 -.76 -.077 -.095 -.081 -.099 -.097 -.116 -.094 -.112 .079 .097 -.083 -.101 -.095 .113 .092 -.11 .197 .166 1.069 1.039 .197 .166 .414 .384 .197 .166 .851 .821 1.014 .984 .851 .821 z Shearfkl -.031 -.031 .051 -.047 -.024 -.024 -.005 .009 .024 .024 -.023 -.023 -.023 -.023 .024 -.024 -.027 -.027 -.047 _043 -.02 -.02 0 -.005 -.004 .004 -.003 -.003 -.003 -.003 .004 .004 -.008 -.008 -.034 .029 .001 .001 .027 .022 -.002 -.002 -.015 -.015 -.002 -.002 -.005 -.005 -.002 -.002 -.012 .012 -.014 -.014 -.012 -.012 Torauefk ftl v v Momentfk...z z Momentfk... 1 .159 -.011 1 .155 1 .159 -.074 1 1.92 .158 -.016 I .151 .158 -.114 1.92 .156 -.014 .136 .156 -.063 1.924 .157 -.009 .14 .157 -.022 1.923 .131 -.01 .137 .131 -.058 1.605 .128 -.011 .129 .128 -.057 1.603 .128 -.01 .107 .128 -.056 1.606 .131 -.009 .114 .131 .056 1.607 .131 -.008 .131 .131 -.062 1.603 .13 -.014 .127 .13 -.103 1.604 .128 -.011 .112 .128 .051 1.607 .129 -.006 .116 .129 -.011 1.607 .019 0 .031 .019 -.008 .203 .014 -.002 .021 .014 -.007 .201 .015 0 -.009 .015 -.005 .204 .019 .001 0 .019 -.006 .206 .018 .002 .024 .018 -.014 .201 .018 .005 .018 .018 .068 .202 .015 -.002 -.002 .015 0 .206 .016 .005 .004 .016 .054 .205 -.028 .004 .363 -.028 0 0 .189 .028 2.107 -.189 -.002 0 -.028 .004 .363 -.028 0 0 -.07 .009 .798 -.07 0 0 .028 .004 .363 -.028 0 0 -.148 .022 1.671 -.148 -.001 0 -.18 .025 1.998 .18 -.002 0 -.148 .022 1.671- .148 .001 0 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 41 1 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 4361 4365 4366 4370 4371 4375 4376 4380 4381 4385 4386 4390 4391 4395 4396 4400 4401 4405 4406 4410 4411 4415 4416 4420 4421 4425 4426 4430 4431 4435 4436 4440 4441 4445 4446 4450 4451 14455 4456 4460 4461 4465 4466 4470 4471 4475 4476 4480 4481 4485 4486 4490 4491 4495 4496 4500 LC 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 35 36 Member Label M24 M24 M24 M24 M74 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 Sec Axialfkl 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 -.012 5 -.006 1 -.001 5 .001 1 .012 5 .006 1 .001 5 .001 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 -.009 5 -.005 1 -.001 5 -.001 1 .009 5 .004 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 -.009 5 -.005 1 -.001 5 -.001 1 .008 5 .004 1 0 5 0 1 5 1 5 1 5 1 5 0 0 0 0 0 0 0 0 v z Shearfkl_ Torauefk -ftl v -v Momentfk.. z -z Momentfk.. .196 I -.002 .027 .003 .363 .166 I -.002 .027 0 0 .196 -.003 .027 .005 .363 .166 -.003 -.027 0 0 .197 -.003 .028 .005 .363 .166 -.003 .028 0 0 .197 -.002 -.028 .004 .363 .167 -.002 -.028 0 0 .197 -.009 -.028 .01 .363 .166 -.009 .028 -.009 0 .196 -.014 .027 .017 .363 .166 -.009 .027 .007 0 .196 .005 -.028 -.001 .363 .166 .005 .028 .009 0 .197 .01 .028 -.008 363 .167 .004 -.028 .006 0 .851 .011 -.148 .021 1.671 .821 .011 .148 002 0 .851 -.012 .148 022 1.671 .82 -.012 .148 .002 0 .851 -.012 -.149 .023 1.671 .821 -.012 -.149 -.001 0 .851 -.011 .149 .021 1.672 .821 -.011 .149 001 0 .851 -.017 -.148 .026 1.671 .821 -.017 -.148 -.008 0 .851 -.021 .148 031 1.671 .82 -.017 .148 006 0 .851 -.006 -.148 .018 1.671 .82 _006 -.148 .005 0 .851 -.003 .149 .012 1.672 .821 -.007 .149 .003 0 1.014 -.013 .18 .024 1.998 .984 -.013 -.18 002 0 1.014 -.014 -.18 .026 1.998 .984 -.014 -.18 .002 0 1.014 .014 .18 .026 1.998 .984 -.014 -.18 -.002 0 1.014 -.013 -.18 .025 1.998 .984 -.013 -.18 002 0 1.014 -.019 -.18 .029 1.998 .984 -.019 -.18 .009 0 1.014 -.023 -.179 .035 1.998 .984 -.019 -.179 006 0 1.014 -.008 -.18 .021 1.998 .984 -.008 -.18 .005 0 1.014 .005 .18 .016 1.998 .984 -.009 -.18 .003 0 .851 -.011 -.148 .021 1.671 .821 .011 -.148 -.002 0 .851 -.012 .148 _022 1.671 .82 -.012 -148 -.002 0 .851 -.012 .149 .023 1M 1 .821 -.012 .149 -.001 0 1 .851 -.011 -.149 .021 1.672 .821 -.011 149 001 0 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 42 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 45011 4505 4506 38 4510 4511 39 4515 4516 40 4520 4521 41 4525 4526 42 4530 4531 43 4535 4536 44 4540 4541 45 4545 45461 46 45501 45511 47 4555 4556 48 4560 4561 1 4565 4566 2 4570 4571 3 4575 4576 4 4580 4581 5 4585 4586 6 4590 4591 7 4595 4596 8 4600 4601 9 4605 4606 10 4610 4611 11 4615 4616 12 4620 4621 13 4625 4626 14 4630 4631 15 4635 4636 16 4640 LC Member Label Sec Axialfkl 37 M24 1 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M24 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 1 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 -.009 .005 -.001 -.001 .009 .004 0 0 0 0 0 0 0 0 0 0 .012 -.006 -.001 .001 .012 .006 .001 .001 1.264 1.196 3.29 3.222 1.264 1.196 1.989 1.922 1.264 1.196 2.784 2.716 3.328 3.26 2.784 2.716 1.607 1.54 -.015 -.083 .921 .853 2.543 2.475 1.571 1.503 .615 .547 .958 .89 1.913 1.845 v Shearfkl .851 .821 .851 .82 .851 .82 .851 .821 .118 .1 .118 .1 .118 .1 .118 .1 .118 .1 .118 .1 .118 .1 .118 .1 .04 .04 .126 .126 .04 .04 .06 .06 .04 .04 .104 .104 .12 .12 .104 .104 .067 .067 .044 .044 .012 .012 .035 .035 .066 .054 .043 .043 .013 .026 .037 .037 z Shearfkl -.017 .017 -.021 -.017 -.006 -.006 -.003 .007 0 0 -.002 -.002 -.002 -.002 0 0 -.009 -.009 -.013 -.008 .006 .006 .011 .005 .2 .2 .549 .549 .2 .2 .328 .328 .2 .2 .462 .462 .557 .557 .462 .462 .259 .259 .093 .093 .14 .14 .307 :307 .253 .253 .186 .198 .146 .146 .214 .201 Torouefk ftl -.148 1 -.148 -.148 .148 -.148 -.148 .149 -.149 -.016 -.016 -.016 -.016 .017 -.017 -.017 .017 -.016 -.016 -.016 -.016 -.017 -.017 -.017 .017 0 0 .001 -.001 0 0 -.001 -.001 0 0 0 0 -.001 -.001 0 0 0 0 0 0 0 0 -.001 .001 0 0 0 0 0 0 -.002 -.002 v v Momentfk...z z Momentfk... .026 -.008 .031 -.006 .018 .005 .012 .003 .001 0 .003 0 .004 0 .002 0 .008 -.009 .015 .006 -.003 .009 -.01 _006 -.165 .734 -.433 2.037 -.165 .734 -.264 1.21 .165 .734 -.366 1.711 .44 2.068 .366 1.711 -.22 .945 -.075 .343 -.11 .522 -.256 1.125 -.213 .926 -.145 .719 -.117 .541 -.185 .748 1.671 0 1.671 0 1.671 0 1.672 0 .218 0 .217 0 .218 0 .218 0 .218 0 .217 0 .218 0 .218 0 .109 -.07 .373 194 .109 -.07 .171 -.101 .109 .07 307 -.163 .353 -.186 .307 -.163 .152 -.15 .13 -.069 .066 .01 .088 -.07 .147 -.123 .12 -.073 .072 -.016 .099 .067 RISA -3D Version 8 0 3 [T' \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 43 1 1 1 4641 4645 4646 4650 4651 4655 4656 4660 1 4661 4665 4666 4670 4671 4675 4676 4680 4681 4685 4686 4690 4691 4695 4696 4700 4701 4705 4706 4710 4711 4715 4716 4720 4721 4725 4726 4730 4731 4735 4736 4740 4741 4745 4 4750 4751 4756 4756 4760 4761 4765 4766 4770 1 4775 14776 14780 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Member Label M25 M25 M25 M25 M25 M25 M25 M25 M75 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 M25 Sec Axialfkl v z Shearfkl Torauefk ftl v v Momentfk...z z Momentfk.. 1 3.041 .125 .506 0 -.407 .339 5 2.973 .125 .506 0 1.869 -.222 1 1.824 .108 .381 0 -.298 .322 5 1.756 .108 .381 0 1.418 -.162 1 2.526 .084 .417 .001 -.325 .274 5 2.458 .084 .417 .001 1.552 -.103 1 3.743 .101 .542 -.001 -.434 .291 5 3.675 .101 .542 -.001 2.004 -.163 1 3.013 .124 .502 .001 .402 .335 5 2.946 .115 .502 -.001 1.855 -.203 1 2.297 .107 .451 0 -.351 .315 5 2.229 .107 .46 0 1.7 -.165 1 2.554 .085 .421 0 -.331 .279 5 2.486 094 .421 0 1.566 -.123 1 3.27 .102 .472 -.002 -.381 .299 5 3.203 .102 .463 .002 1.722 -.16 1 3.585 .14 .602 -.001 -.482 .385 5 3.517 .14 .602 -.001 2.227 -.246 1 2.368 .123 .477 0 -.373 .368 5 2.3 .123 .477 0 1.775 -.186 1 3.07 .099 .513 -.001 -.399 .32 5 3.002 .099 .513 .001 1.909 -.128 1 4.287 .116 .638 -.001 -.508 .337 5 4.219 .116 .638 -.001 2.361 -.186 1 3.557 .139 .598 .001 -.476 .381 5 3.49 .13 .598 -.001 2.213 -.226 1 2.841 .122 .547 0 -.425 .36 5 2.773 .122 .556 0 2.057 .188 1 3.098 .1 .517 -.001 -.405 .325 5 3.03 .109 .517 -.001 1.923 -.146 1 3.814 .117 .56R .002 -.455 .345 5 3.747 .117 .559 -.002 2.079 -.183 1 3.041 .125 .506 0 -.407 .339 5 2.973 .125 .506 0 1.869 -.222 1 1.824 .108 .381 0 -.298 .322 5 1.756 .108 .381 0 1.418 -.162 1 2.526 .084 .417 .001 .325 .274 5 2.458 .084 .417 -.001 1.552 -.103 1 3.743 .101 .542 .001 -.434 .291 5 3.675 .101 .542 -.001 2.004 .163 1 3.013 .124 .502 -.001 -.402 .335 5 2.946 .115 .502 .001 1.855 -.203 1 2.297 .107 .451 0 -.351 .315 5 2.229 .107 .46 0 1.7 -.165 1 2.554 .085 .421 0 .331 .279 5 2.486 .094 .421 0 1.566 -.173 1 3.27 .102 .472 .002 -.381 .299 5 3.203 .102 .463 -.002 1.722 -.16 1 1.102 .051 .179 .0 -.154 .109 5 1.061 .051 .179 0 .652 -.122 1 -.521 .028 .013 0 -.009 .086 5 -.561 .028 .013 0 .049 -.042 1 .415 -.003 .061 0 -.044 .022 5 .374 -.003 .061 0 .229 .038 1 2.038 .019 .227 0 1 -.19 .045 5 1.997 .019 .227 0 I .831 042 RISA -3D Version 8.0 3 [T N. N. N. \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 44 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 4781 45 4785 4786 46 4790 4791 47 4795 4796 48 4800 4801 1 4805 4806 2 4810 4811 3 4815 4816 4 4820 4821 5 4825 4826 6 4830 4831 7 4835 4836 8 4840 4841 9 4845 4846 10 4850 4851 11 4855 4856 12 4860 4861 13 4865 4866 14 4870 4871 15 4875 4876 16 4880 4881 17 4885 4886 18 4890 4891 19 4895 4896 20 4900 4901 21 4905 4906 22 4910 4911 23 4915 4916 24 4990 Sec 1 5 M25 1 5 M25 1 5 M25 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 5 M26 1 Member Label M25 5 Axial(kl 1.065 1.024 .109 .069 .452 .411 1.407 1.367 2.323 2.256 10.574 10.506 2.323 2.256 4.68 4.612 2.323 2.256 8.512 8.444 10.279 10.211 8.512 8.444 2.663 2.595 2.442 2.374 1.984 1.916 2.205 2.137 2.63 2.562 2.557 2.489 2.017 1.949 2.09 2.022 8.766 8.698 8.601 8.533 8.257 8,189 8.423 8.355 8.742 8.674 8.687 8.619 8.281 8.214 8.336 8.268 v Shear(kl .05 .038 .027 .027 .002 .01 .021 .021 .107 .107 .587 .587 .107 .107 .225 .225 .107 .107 .467 .467 .555 .555 .467 .467 .134 .134 .103 .103 .08 .08 .112 .112 .137 .125 .102 .102 .077 .089 .112 .112 .487 .487 .463 .463 .447 .447 .47 .47 .489 .48 .463 .463 .444 .453 .47 .47 z Shear(kl .173 .173 .106 .118 .066 .066 .134 .122 -.211 -.211 .499 -.499 -.211 -.211 .32 -.32 -.211 -.211 .427 -.427 -.509 -.509 -.427 -.427 -.271 .271 -.184 -.184 -.151 -.151 -.237 -.237 -.266 -.266 .258 -.245 -.156 -.156 -.164 -.176 -.472 -.472 -.407 .407 -.381 -.381 -.447 -.447 .468 -.468 -.462 -.453 -.385 -.385 .392 -.401 Toraue(k -ftl v -v Moment(k...z -z Moment(k... O I -.147 I .103 O I .633 -.095 I O I .079 .076 O I .425 -.045 O .051 .028 O .247 .012 -.001 -.119 .055 -.001 .455 .039 0 .243 .169 O .706 .313 O .495 .766 O 1.749 -1.874 O .243 .169 0 -.706 -.313 O .341 .317 O 1.101 -.696 O .243 .169 O -.706 -.313 0 .432 .617 O -1.488 1.484 O .505 .728 O -1.785 -1.772 O .432 .617 O -1.488 -1.484 O .298 .212 O -.921 -.391 O .226 .153 O -.603 -.309. O .187 .126 O .491 -.234 O .259 .185 O .809 -.317 O .294 .214 O -.903 .375 .001 .299 .154 .001 -.832 -.307 .001 .192 .124 .001 -.509 -.251 O .186 .184 O -.58 -.319 O .473 .649 O -1.649 -1.543 O .419 .605 0 -1.411 -1.481 O .39 .585 0 -1.327 -1.425 O .444 .629 O -1.566 1.487 O .47 .651 0 -1.636 -1.531 O .474 .606 O -1.583 -1.479 O .393 .583 O -1.34 1.437 0 .389 .628 0 -1.393 1.489 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 45 t 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 4921 4925 4926 4930 4931 4935 4936 4940 4941 4945 4946 4950 4951 4955 4956 4960 4961 4965 4966 4970 4971 4975 4976 4980 4981 4985 4986 4990 4991 4995 4996 5000 5001 5005 5006 5010 5011 5015 5016 5020 5021 5025 5026 5030 5031 5035 5036 5040 5041 5045 5046 5050 5051 5055 5056 5060 LC 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 Member Label M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M26 M27 M27 M27 M27 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 I 1 I 5 1 5 I 1 I 5 I Nov 5 2010 10:29 AM Checked By Axialfkl v z Shearfkl Torauefk ftl 10.533 .576 -.554 0 .547 .76 10.466 .576 -.554 0 1.946 -1.83 10.368 .552 -.489 0 .493 .716 10.3 .552 -.489 0 1/07 -1/68 10.024 .535 -.464 0 .464 .696 9.956 .535 -.464 0 -1.623 -1.713 10.19 .559 -.529 0 .517 .74 10.122 .559 -.529 0 -1.862 -1.775 10.509 .578 -.55 0 .543 .762 10.441 .569 -.55 0 -1.932 -1.818 10.454 .552 .544 .001 .548 .717 10.386 .552 -.535 .001 -1.879 -1.767 10.049 .533 -.468 0 .467 .694 9.981 .542 -.468 0 -1.637 -1.725 10.103 .559 .474 0 .463 .739 10.035 .559 -.483 0 -1.69 -1.776 8.766 .487 -.472 0 .473 .649 8.698 .487 -.472 0 -1.649 -1.543 8.601 .463 -.407 0 .419 .605 8.533 .463 -.407 0 1.411 -1.481 8.257 .447 -.381 0 .39 .585 8.189 .447 -.381 0 -1.327 -1.425 8.423 .47 -.447 0 .444 .629 8.355 .47 -.447 0 1.566 1.487 8.742 .489 -.468 0 .47 .651 8.674 .48 -.468 0 -1.636 -1.531 8.687 .463 -.462 0 .474 .606 8.619 .463 -.453 0 -1.583 1.479 8.281 .444 -.385 0 .393 .583 8.214 .453 -.385 0 -1.34 -1.437 8.336 .47 -.392 0 .389 .628 8.268 .47 -.401 0 1.393 -1.489 1.734 .091 -.187 0 .201 .144 1.693 .091 .187 0 .639 -.266 1.513 .06 .1 0 129 .085 1.472 _06 .1 0 -.32 -.183 1.054 .037 -.066 0 .09 .058 1.014 .037 .066 0 -.208 -.109 1.275 .069 -.153 0 .162 .117 1.235 .069 -.153 0 -.527 .192 1.701 .094 .182 0 .197 .146 1.66 .082 -.182 0 -.62 -.25 1.628 .06 -.173 .001 .202 .087 1.587 .06 -.161 .001 -.55 .182 1.087 .034 .071 0 .095 .056 1.047 .046 -.071 0 -.227 .125 1.16 .069 .08 0 .089 .116 1.12 .069 -.092 0 .297 -.194 .953 .011 -.002 0 0 .012 .925 -.016 -.002 0 -.012 .028 4.874 -.008 -.013 0 007 -.022 4.847 -.035 .013 0 .076 .113 .953 .011 -.002 0 I 0 .012 .925 I -.016 -.002 0 I -.012 .028 1.994 I .007 -.003 0 I -.003 .004 1.966 I -.021 -.003 0 I -.022 .049 v v Momentfk...z z Momentfk... RISA Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 46 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 150611 5 50651 5066 6 5070 5071 7 5075 5076 8 5080 5081 9 5085 5086 10 5090 5091 11 5095 5096 12 5100 5101 13 5105 5106 14 5110 5111 15 5115 5116 16 5120 5121 17 5125 5126 18 5130 5131 19 5135 5136 20 5140 5141 21 5145 5146 22 5150 5151 23 5155 5156 24 5160 5161 25 5165 5166 26 5170 5171 27 5175 5176 28 5180 5181 29 5185 5186 30 5190 5191 31 5195 5196 32 5200 Member Label Sec Axial[kl M27 1 1 .953 1 5 .925 M27 I 1 3.894 5 3.866 M27 1 4.675 5 4.647 M27 I 1 3.894 5. 3.866 M27 1 .939 5 .911 M27 1 .954 5 .926 M27 1 .967 5 .94 M27 1 .952 5 .924 M27 1 .937 5 .914 M27 1 .957 5 .93 M27 1 .969 5 .937 M27 1 .948 5 .921 M27 1 3.883 5 3.856 M27 1 3.895 5 3.867 M27 1 3.905 5 3.877 M27 1 3.893 5 3.866 M27 1 3.882 5 3.858 M27 1 3.897 5 3.87 M27 1 3.906 5 3.875 M27 1 3.891 5 3.863 M27 1 4.664 5 4.636 M27 1 4.675 5 4.648 M27 1 4.685 5 4.658 M27 1 4.674 5 4.646 M27 1 4.662 5 4.639 M27 1 4.678 5 4.65 M27 1 4.687 5 4,655 M27 1 4.671 5 4.644 v Shearfk] .011 -.016 -.003 -.03 -.006 -.034 -.003 .03 .011 -.017 .011 -.017 .011 -.016 .011 -.016 .014 .019 .011 .016 .009 -.014 .011 -.016 -.003 -.03 -.003 -.031 -.003 -.03 -.003 -.032 -.003 .03 -.005 -.029 -.003 -.03 -.006 -.034 -.006 -.034 -.006 .034 -.006 -.034 -.004 -.036 -.006 -.034 -,008 -.032 -.006 -.034 z Shearfk] -.002 -.002 -.01 -.01 -.011 .011 -.01 .01 0 0 -.004 -.004 -.003 -.003 0 0 0 0 .01 .003 -.004 -.004 .006 0 -.009 .009 -.012 -.012 -.011 -.011 -.009 -.009 -.008 -.008 -.016 -.011 -.012 -.012 -.004 -.009 .01 -.01 -.013 -.013 -.012 -.012 -.01 -.01 -.009 -.009 -.017 -.012 -.013 -.013 -.005 -.01 Toraue[k -ft] v -v Momentr_k...z -z Momentfk... O 0 .012 O -.012 .028 1 O .005 -.014 1 O -.06 .092 0 .003 -.02 0 -.068 .107 O .005 -.014 O .06 .092 0 -.008 .012 0 -.009 .029 0 .004 .011 O -.019 .029 O .006 .012 O -.015 .028 O .006 .013 O -.004 .028 0 -.012 .015 O -.007 .031 0 .018 .011 0 -.022 .028 0 .01 .009 0 -.017 .026 O -.02 .012 O -.001 .029 O 0 -.014 0 -.057 .092 O .009 -.014 0 .065 .092 O .01 -.014 O -.062 .092 O .001 .013 O -.054 .092 O .003 -.012 O -.056 .094 O .019 .014 O .067 .092 0 .013 -.016 O -.064 .09 O .009 .014 0 -.052 .092 O -.002 -.02 O -.065 .108 0 .007 -.02 0 -.073 .107 0 .009 .02 O -.07 .107 O 0 -.019 0 -.062 .107 0 -.005 .018 O .064 .109 O .017 -.02 0 .075 I .107 0 .011 I -.022 O -.072 I .105 O -.011 I -.019 O -.06 I .107 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 47 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 5201 5205 5206 5210 5211 5215 5216 5220 5221 5225 5226 5230 5231 5235 5236 5240 5241 5245 5246 5250 5251 5255 5256 5260 5261 5265 5266 5270 5271 5275 5276 5280 5281 5285 5286 5290 5291 5295 5296 5300 5301 5305 5306 5310 5311 5315 5316 5320 5321 5325 5326 5330 5331 5335 5336 5340 LC 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 Member Label M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M27 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 Sec Axialfkl 3.883 3.856 3.895 3.867 3.905 3.877 3.893 3.866 3.882 3.858 3.897 3.87 3,906 3.875 3.891 3.863 .557 .541 .573 .556 .586 .57 .571 .554 .556 .544 .576 .56 .588 .566 .567 .551 .814 .787 4.242 4.215 .814 .787 1.66 1.633 .814 .787 3.385 3.358 4.02 3.992 3.385 3.358 .8 .773 .804 .777 .828 .801 .824 .797 v Shearfkl -.003 -.03 -.003 -.031 -.003 -.03 -.003 -.03 0 -.032 -.003 -.03 -.005 -.029 -.003 -.03 .007 -.01 .007 -.01 .007 -.01 .007 .01 .009 -.012 .007 -.01 .004 -.007 .007 -.01 .013 -.015 .003 -.025 .013 -.015 .01 -.017 .013 -.015 .005 -.022 .003 -.024 .005 -.022 .013 -.015 .012 -.015 .013 -.015 .013 .015 z Shearfkl -.009 -.009 -.012 -.012 .011 -.011 -.009 .009 -.008 -.008 -.016 -.011 -.012 -.012 -.004 -.009 0 0 -.003 -.003 -.003 -.003 0 0 .002 .002 -.009 -.002 .004 -.004 .007 0 .002 .002 .021 .021 .002 .002 .006 .006 .002 .002 .016 .016 .019 .019 .016 .016 0 0 .003 .003 .004 .004 :002 .002 Tara uefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nov 5, 2010 10:29 AM Checked By v v Momenttk...z z Momentfk... 0 -.014 -.057 .092 .009 -.014 -.065 .092 .01 -.014 -.062 .092 .001 -.013 .054 .092 -.003 -.012 -.056 .094 .019 -.014 .067 .092 .013 -.016 -.064 .09 .009 -.014 -.052 .092 -.008 .007 -.004 .018 .004 .006 -.015 .017 .007 .007 .01 .017 -.005 .008 0 .017 -.011 .01 -.002 .02 .018 .007 -.018 .017 .01 .004 .012 .014 -.019 .008 .003 .017 .002 .016 .017 .023 .021 .009 .111 .081 .002 .016 .017 .023 0 .015 .038 .037 .002 .016 .017 .023 -.015 .011 .088 .066 -.017 .01 .104 .077 .015 .011 .088 .066 .008 .016 .014 .024 -.003 .016 014 .026 -.004 .017 .02 .023 .007 .017 .02 .021 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3dj Page 48 Company Green Creek Wood Products Nov 5, 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC Member Label Sec Axialfkl 13 M28 5341 5345 5346 5350 5351 5355 5356 5360 5361 5365 5366 5370 5371 5375 5376 5380 5381 5385 5386 5390 5391 5395 5396 5400 5401 5405 5406 5410 5411 5415 5416 5420 5421 5425 5426 5430 5431 5435 5436 5440 5441 5445 5446 5450 5451 5455 5456 5460 5461 5465 5466 5470 5471 5475 5476 15480 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 M28 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 .801 .779 .806 .778 .827 .795 .822 .795 3.375 3.347 3.378 3.35 3.396 3.368 3.393 3.365 3.376 3.352 3.379 3.352 3.395 3.364 3.392 3.364 4.009 3.982 4.012 3.985 4.031 4.003 4.027 4 4.01 3.986 4.014 3.986 4.03 3.998 4.026 3.999 3.375 3.347 3.378 3.35 3.396 3.368 3.393 3.365 3.376 3.352 3.379. 3.352 3.395 3.364 3.392 3.364 v Shearfkl .015 .017 .012 -.015 .01 -.012 .013 -.015 .005 .023 .005 .023 .005 -.022 .005 -.022 .007 -.024 .005 .023 .003 -.021 .005 -.022 .003 .024 .003 -.025 .003 -.024 .004 .024 .005 -.026 .003 .024 .001 -.022 .003 -.024 .005 .023 .005 -.023 .005 -.022 .005 -.022 .007 -.024 .005 -.023 .003 -.021 .005 -.022 z Shearfkl .002 .002 -.006 .001 .003 .003 .011 .004 .015 .015 .016 .016 .017 .017 .016 .016 .016 .016 .01 .015 .017 .017 .022 .017 .018 .018 .019 .019 .02 .02 .019 .019 .018 .018 .013 .018 .02 .02 .025 .02 .015 .015 .016 .016 .017 .017 .016 _016 .016 .016 .01 .015 .017 .017 ..022 .017 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... .006 .016 .022 .007 -.001 .019 .017 028 -.011 .086 -.019 .086 -.02 .09 .012 .09 -.012 .087 0 .08 -.018 .089 -.03 .096 -.013 .101 -.021 .101 -.022 .106 -.014 .106 -.014 .102 -.002 096 -.02 .105 -.032 111 -.011 .086 .019 .086 -.02 .09 012 09 -.012 .087 0 .08 -.018 .089 -.03 .096 .019 .026 .016 .025 .014 .021 .017 .022 .011 .067 .011 .068 .011 .066 .011 .065 .013 .068 .011 .067 .009 .064 .011 .066 .01 .077 .01 .078 .01 .076 .01 .075 .012 .079 .01 .078 .008 .075 .01 .076 .011 .067 .011 .068 .011 .066 .011 065 .013 .068 .011 .067 .009 .064 .011 .066 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 49 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 5481 5485 5486 5490 5491 5495 5496 5500 5501 5505 5506 5510 5511 5515 5516 5520 5521 5525 5526 5530 5531 5535 5536 5540 5541 5545 5546 5550 5551 5555 5556 5560 5561 5565 5566 5570 5571 5575 5576 5580 5581 5585 5586 5590 5591 15595 15596 5600 5601 15605 5606 5610 5611 5615 5616 5620 LC 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M78 M28 M78 M28 M28 M28 M78 M28 M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A M27A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 1 5 I Axial[k] v Shearfkl z Shearfkl Toro_ue[k ft] v v Momentfk...z z Momentfk... .474 .007 0 0 .007 .01 7 .458 -.009 0 0 .007 .015 .479 .007 .002 0 -.003 .01 .462 -.009 .002 0 .008 .016 .503 .008 .003 0 -.005 .01 .486 -.009 .003 0 .013 .014 .499 .008 .001 0 .006 .01 .482 -.009 .001 0 .013 .012 .476 .01 0 0 .005 .013 .464 -.011 0 0 .009 .017 .48 .007 .007 0 .021 .01 .464 -.009 0 0 0 .015 .501 .005 .002 0 -.002 .007 .48 -.006 .002 0 .012 .011 .497 .008 .01 0 -.018 .01 .48 -.009 .003 0 .021 .013 .023 .023 0 0 0 .041 -.026 -.024 0 0 .002 .048 .035 .02 .001 0 0 .03 -.014 -.027 .001 0 .013 .071 .023 .023 0 0 0 .041 -.026 -.024 0 0 .002 .048 .029 022 0 0 0 .038 -.02 -.025 0 0 .006 .054 .023 .023 0 0 0 .041 -.026 -.024 0 0 .002 .048 .032 .021 0 0 0 .033 .017 -.027 0 0 .01 .066 .037 .02 .001 0 0 .03 -.012 -.027 .001 0 .012 .07 .032 .021 0 0 0 .033 -.017 -.027 0 0 .01 .066 -1.412 .022 0 0 0 .036 -1.461 -.025 0 0 .005 .053 .039 .023 0 0 0 .041 -.01 -.024 0 0 .002 .047 1.458 .024 0 0 0 .045 1.409 -.023 0 0 0 042 .008 .023 0 0 0 .041 -.041 -.024 0 0 .003 .049 -1.291 .027 0 0 0 .044 -1.331 -.03 0 0 .006 .06 .093 .023 -.005 0 0 .041 .044 .024 .008 0 .019 .047 1.338 .02 0 0 0 .038 1.28 -.019 0 0 -.001 .035 -.047 .023 .005 0 0 .041 -.096 -.024 -.007 0 .014 049 -1.044 .02 .001 0 0 .029 -1.093 -.027 .001 0 .012 .07 .044 .021 0 0 0 .033 -.005 -.027 0 0 .009 .065 1.108 .021 0 0 0 .036 1.059 -.026 0 0 .008 .061 .021 .021 0 0 0 .032 -_078 -.027 0 0 .011 .066 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 50 RISA -3D Version 8 0 3 [T i. \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 51 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) I LC Member Label Sec Axialfkl v Shearfkl z Shearfkl Torauefk -ftl v -v Momentfk...z -z Momentfk... 5621 21 M27A 1 .953 1 .023 .001 0 I 0 .035 5625 5 -.996 -.031 .001 0 I .013 .075 5626 22 M27A 1 .085 .021 -.003 0 I 0 .033 5630 5 .036 -.027 .007 0 I .022 .065 5631 23 M27A 1 1.018 I .018 0 0 0 .03 5635 5 .963 .023 0 0 .007 .056 5636 24 M27A 1 -.02 I .021 .004 0 0 .032 5640 5 .069 I -.027 -.005 0 .002 .066 5641 25 M27A 1 -1.04 .02 .001 0 0 .027 I 5645 5 -1.089 .028 .001 0 .015 .074 5646 26 M27A 1 .048 .02 .001 0 0 .031 5650 5 0 I -.027 .001 0 .012 .069 5651 27 M27A 1 1.113 I .021 0 0 0 .034 5655 5 1.064 I -.027 0 0 .01 .066 5656 28 M27A 1 .025 I .02 .001 0 0 .03 5660 5 -.024 -.027 .001 0 .013 .071 15661 29 M27A 1 .949 .023 .001 0 0 .033 15665 5 -.992 -.031 .001 0 .015 .079 15666 30 M27A 1 .089 .02 -.002 0 0 .031 5670 5 .04 -.027 .007 0 .025 .069 5671 31 M27A 1 1.022 .018 0 0 0 .028 15675 5 .967 -.023 0 0 .01 .06 5676 32 M27A 1 -.016 .02 .005 0 0 .03 5680 5 -.065 .027 -.005 0 0 .071 5681 33 M27A 1 -1.044 .02 .001 0 0 .029 5685 5 1.093 -.027 .001 0 .012 .07 5686 34 M27A 1 .044 .021 '0 0 0 .033 5690 5 -.005 -.027 0 0 .009 .065 5691 35 M27A 1 1.108 .021 0 0 0 .036 5695 5 1.059 -.026 0 0 .008 .061 5696 36 M27A 1 .021 .021 0 0 0 .032 I 5700 5 -.028 -.027 0 0 .011 .066 5701 37 M27A 1 -.953 .023 .001 0 0 .035 5705 5 -.996 -.031 .001 0 .013 .075 5706 38 M27A 1 .085 .021 -.003 0 0 .033 5710 5 .036 -.027 .007 0 .022 .065 5711 39 M27A 1 1.018 .018 0 0 0 .03 5715 5 .963 -.023 0 0 .007 .056 5716 40 M27A 1 -.02 .021 .004 0 0 .032 I 5720 5 -.069 .027 -.005 0 -.002 .066 5721 41 M27A 1 -1.421 .013 0 0 0 .02 5725 5 -1.45 .015 0 0 .004 .034 5726 42 M27A 1 .029 .014 0 0 0 .025 5730 5 0 -.015 0 0 0 .028 5731 43 M27A 1 1.449 .015 0 0 0 .029 5735 5 1.419 -.014 0 0 -.001 .023 5736 44 M27A 1 -.001 .014 0 0 0 .024 5740 5 -.031 -.015 0 0 .002 .029 5741 45 M27A 1 -1.3 .017 0 0 0 .027 5745 5 -1.321 -.02 0 0 .005 .041 I 5746 46 M27A 1 .084 .014 -.005 0 0 .075 5750 I 5 .055 -.015 I .008 0 .018 .078 5751 47 M27A 1 1.328 .01 I 0 0 0 .022 5755 I 5 1.29 -.009 I 0 0 -.002 .016 5756 48 M27A I 1 -.056 .014 I, .005 0 0 .024 5760 I 5 -.086 -.015 I -.007 0 -.015 .03 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Member Section Forces (Continued) 5761 5765 5766 5770 5771 5775 5776 5780 5781 5785 5786 5790 5791 5795 5796 5800 5801 5805 5806 5810 5811 5815 5816 5820 5821 5825 5826 5830 5831 5835 5836 5840 5841 5845 5846 5850 5851 5855 5856 5860 5861 5865 5866 5870 5871 5875 5876 5880 5881 5885 5886 5890 5891 5895 5896 5900 LC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Member Label Sec M28A I 1 5 I 1 I 5 I 1 5 1 I 5 1 5 1 5 M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Operators Cab Support Steel Axial[k] .71 .683 3.584 3.556 .71 .683 1.477 1.449 .71 .683 2.866 2.838 3.44 3.413 2.866 2.838 1.78 1.752 .716 .689 -.359 -.387 .704 .677 1.588 1.552 .677 .649 -.168 -.187 .744 .716 3.668 3.64 2.87 2.842 2.064 2.036 2.861 2.834 3.524 3.49 2.841 2.813 2.207 2.186 2.891 2.863 4.242 4.215 3.445 3.417 2.639 2.611 3.436 3.409 y Shearfk] .026 -.021 .04 -.007 .026 -.021 .03 .018 .026 -.021 .037 .011 .039 -.008 .037 -.011 .028 .02 .027 -.021 .025 -.022 .026 -.021 .025 -.018 .026 -.021 .028 -.024 .026 -.021 .038 -.01 .037 -.011 .036 -.012 .037 .011 .035 -.008 037 -.011 .038 -.013 .037 -.011 .04 -.007 .039 .008 .038 -.009 .039 -.008 Nov 5 2010 10:29 AM Checked By' z Shearfk] Toraue[k ft] v v Momentfk...z z Momentfk... .003 0 -.004 I .046 .003 0 .022 I .021 .004 0 .005 I .099 .004 0 .037 .047 .003 0 -.004 .046 .003 0 .022 .021 .004 0 -.002 .059 .004 0 .031 .004 .003 0 -.004 .046 .003 0 .022 .021 .003 0 .002 .086 .003 0 .033 -.03 .004 0 .004 .096 .004 0 .04 -.043 .003 0 .002 .086 .003 0 .033 -.03 -.002 0 .01 .051 -.002 0 .004 .017 .002 0 -.003 .046 .002 0 .017 .021 .007 0 .018 .04 .007 0 .047 .025 .003 0 -.004 .045 .003 I 0 .026 .022 .002 0 0 .047 .002 0 .014 .015 .007 0 -.007 .046 -.002 0 .015 .021 .004 0 -.007 .045 .004 0 .03 .028 -.002 0 0 .045 .008 0 .029 .021 O 0 .013 .09 O 0 .014 -.033 .003 0 .003 .086 003 0 03 03 .007 0 -.008 .082 .007 0 .053 -.027 .004 0 .002 .086 .004 0 .037 .03 .002 0 .005 .087 .002 0 .027 -.035 .007 0 0 .086 O 0 .028 -.03 .004 0 0 .085 .004 0 .039 -.025 0 0 .005 .086 .007 0 .038 -.03 O 0 .014 .101 0 0 .021 -.046 .004 0 .004 .097 .004 0 .037 -.043 .007 0 -.007 .092 .007 0 .059 -.04 004 0 .003 .096 .004 0 .043 043 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 52 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 5901 5905 5906 5910 5911 5915 5916 5920 5921 5925 5926 5930 5931 5935 5936 5940 5941 5945 5946 5950 5951 5955 5956 5960 5961 5965 5966 5970 5971 5975 5976 5980 5981 5985 5986 5990 5991 5995 5996 6000 6001 6005 6006 6010 6011 6015 6016 6020 6021 6025 6026 6030 6031 6035 6036 6040 LC 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 Member Label Sec M28A 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M28A M29 M29 M29 M29 M29 M29 M29 M29 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 4.099 4.065 3.415 3.388 2.782 2.761 3.466 3.438 3.668 3.64 2.87 2.842 2.064 2.036 2.861 2.834 3.524 3.49 2.841 2.813 2.207 2.186 2.891 2.863 1.495 1.479 .432 .416 -.643 -.66 .42 .404 1.304 1.279 .393 .376 .452 -.46 .46 .443 -.011 -.06 -.177 .226 -.011 -.06 -.053 -.102 -.011 -.06 .136 -.185 -.167 -.216 -.136 -.185 v Shearfkl .038 -.006 .039 -.008 .04 -.011 .039 -.008 .038 -.01 .037 -.011 .036 -.012 .037 .011 .035 -.008 .037 -.011 .038 -.013 .037 .011 .017 -.012 .016 -.013 .015 -.014 .016 -.013 .014 .009 .016 -.013 .017 -.016 .016 -.013 .024 -.024 .023 -.025 .024 -.024 .023 -.024 .024 -.024 .023 -.025 .023 -.025 .023 -.025 z Shearfkl .003 .003 .007 0 .005 .005 0 .008 0 0 .003 .003 .007 .007 .004 .004 .002 .002 .007 0 .004 .004 0 .007 -.003 -.003 .001 .001 .006 .006 .002 .002 0 0 .006 -.004 .003 .003 -.003 .007 0 0 -.003 -.003 0 0 -.001 -.001 0 0 -.003 .003 -.003 -.003 -.003 -.003 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk.. .007 .034 .001 .035 .001 .046 .006 .045 .013 .014 .003 .03 -.008 .053 .002 .037 .005 .027 0 .028 0 .039 .005 .038 .012 .012 .002 .009 -.016 .039 -.003 .018 .001 .005 .006 006 -.006 .021 .001 02 0 -.007 .009 .028 0 -.007 .002 -.013 0 -.007 .006 -.023 .008 -.027 .006 -.023 .097 -.048 .096 -.043 .095 -.038 .096 .043 .09 -.033 .086 .03 .082 -.027 .086 -.03 .087 -.035 .086 -.03 .085 .025 .086 -.03 .033 .009 .028 .013 .021 .017 .027 .013 .028 .006 028 .013 .026 .02 .027 .013 .043 .045 .041 .055 .043 .045 .042 .047 .043 .045 .042 .052 .041 .054 .042 .052 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 53 s 1 t 1 1 t 1 1 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) LC 6041 9 6045 6046 10 6050 6051 11 6055 6056 12 6060 6061 13 6065 6066 14 6070 6071 15 6075 6076 16 6080 6081 17 6085 6086 18 6090 6091 19 6095 6096 20 6100 6101 21 6105 6106 22 6110 6111 23 6115 6116 24 6120 6121 25 6 125 6 126 26 6 130 6 131 27 6 135 6136 28 6140 6141 29 6145 6146 30 6150 6151 31 6155 6156 32 6160 6161 33 16165 16166 34 6170 6171 35 6175 6176 36 6180 Member Label M29 M29 M29 M29 M29 M29 M2..9 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M79 M29 M29 M29 M29 M29 M29 M29 M29 M29 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Nov 5 2010 10:29 AM Checked By Axial[k] v Shear[kl z Shear[k] Toraue[k -ft] y -y Momentfk...z -z Moment[k... -1.465 I .023 -.001 0 .003 .038 -1.514 I .025 -.001 0 -.012 .051 .027 I .023 0 0 0 .043 .076 I -.024 0 0 .004 .046 .024 0 0 -.004 .047 1.444 1.395 -.023 0 0 -.002 .04 .006 .024 0 0 -.001 .043 -.043 -.024 0 0 .01 .044 1.111 .027 -.002 0 .009 .046 1.152 -.029 -.002 0 .015 .057 -.079 .023 -.006 0 .006 .042 -.128 .024 .006 0 .006 .046 109 .02 0 0 -.01 .039 1.032 .019 0 0 0 .033 .057 .024 .005 0 .007 .043 .008 .024 .007 0 -.02 .044 1.226 .022 .003 0 .009 .038 -1.275 .025 -.003 0 -.026 .057 .148 .023 -.002 0 .007 .042 .197 -.025 -.002 0 -.021 .053 .955 .023 -.002 0 .004 .045 .906 -.024 -.002 0 -.019 .048 .123 .023 -.003 0 .006 .042 .172 -.025 -.003 0 -.025 .052 -.961: .025 -.004 0 .014 .044 -1.003 -.029 -.004 0 -.028 .062 -.187 .023 -.007 0 .011 .041 -.236 -.025 .002 0 .013 .053 .69 .02 -.001 0 .001 .039 .634 -.021 -.001 0 .017 .043 .084 .023 .002 0 .002 .042 -.133 -.025 -.008 0 .032 .052 -1.258 .022 -.004 0 .011 .038 -1.307 -.026 -.004 0 -.031 .058 -.18 .023 -.003 0 .008 .041 -.229 -.025 -.003 0 .025 .055 .923 .023 -.003 0 .005 .045 .874 -.024 -.003 0 .024 .05 -.155 .023 -.003 0 .008 .041 -.204 -.025 -.003 0 .03 .053 -.993 .025 I -.004 0 .015 .044 1.035 -.029 I -.004 0 -.033 .063 -.218 .023 -.007 0 .013 .041 .267 -.025 .002 0 .018 .055 .658 .02 -.002 0 0 .039 .603 -.021 -.002 0 .072 .045 -.116 .023 0 0 .003 .042 -.165 -.025 -.008 0 .037 .054 1.226 .022 -.003 I 0 .009 .038 -1.275 -.025 -.003 I 0 -.026 .057 -.148 .023 -.002 0 .007 .042 -.197 -.025 .0_02,2 0 -.QV .053 .955 .023 -.002 I 0 .004 .045 .906 -.024 -.002 I 0 .019 .048 -.123 .023 -.003 I 0 .006 .042' .172 -.025 -.003 I 0 -.0?5 .052 RISA 3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 54 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 6181 6185, 6186 6190 6191 6195 6196 6200 6201 6205 6206 6210 6211 6215 6216 6220 6221 6225 6226 6230 6231 6235 6236 6240 6241 6245 6246 6250 6251 6255 6256 6260 6261 6265 6266 6270 6271 6275 6276 6280 6281 6285 6286 6290 6291 6295 6296 6300 6301 6305 6306 6310 6311 6315 6316 6320 LC Member Label 37 1 M29 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M29 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 Sec 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 Axialrkl .961 -1.003 .187 -.236 .69 .634 -.084 -.133 -1.461 -1.49 -.023 -.053 1.448 1.419 .011 -.019 1.107 -1.128 -.074 .104 1.094 1.056 .062 .032 .632 .604 3.264 3.236 .632 .604 1.286 1.259 .632 .604 2.606 2.578 3.096 3.069 2.606 2.578 1.713 1.686 .614 .587 -.449 -.477 .65 .622 1.369 1.333 .666 .638 -.105 -.124 .598 .571 v .025 -.029 .023 -.025 .02 -.021 .023 -.025 .013 -.015 .014 -.014 .015 -.013 .014 -.014 .018 -.02 .014 -.014 .011 -.009 .014 -.014 .024 -.023 .027 -.021 .024 -.023 .025 -.022 .024 -.023 .026 -.021 .027 .021 .026 -.021 .026 -.022 .024 -.023 .023 .025 -.023 .023 -.02 .024 -.023 .026 -.026 .025 -.023 z Shearfkl .004 -.004 .007 .002 .001 -.001 .002 .008 -.001 -.001 0 0 0 0 0 0 -.002 -.002 -.006 .006 .001 .001 .005 .007 .003 .003 -.007 -.007 -.003 -.003 -.005 -.005 -.003 -.003 -.006 .006 -.007 -.007 .006 .006 0 0 .002 -.002 -.007 -.007 -.004 -.004 -.002 -.002 .001 -.008 -.004 -.004 .007 .003 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... .014 -.028 .011 .013 -.001 -.017 .002 .032 .003 -.009 0 -.001 -.004 0 0 -.007 .009 -.012 .006 .009 -.01 .003 -.007 -.017 .002 -.023 .009 -.054 .002 -.023 .004 -.036 .002 -.023 .008 -.046 .009 -.056 .008 -.046 -.009 0 .003 -.012 .014 -.046 .002 -.035 0 -.018 -.001 -.033 .006 -.029 .006 .014 .044 .062 .041 .053 .039 .043 .042 .052 .021 .033 .026 .028 .03 .022 .026 .026 .029 .039 .025 .028 .022 .015 .026 .026 .038 .032 .05 .023 .038 .032 .041 .029 .038 032 .047 025 .05 .024 .047 .025 .044 .027 .037 .032 .032 .036 .04 .031 .039 .025 .038 .032 .038 .038 .039 .031 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 55 1 1 1 1 1 1 1 1 1 t 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 6321 6325 6326 18 6330 6331 19 6335 6336 20 6340 6341 21 6345 6346 22 6350 6351 23 6355 6356 24 6360 6361 25 6365 6366 26 6370 6371 27 6375 6376 28 6380 6381 29 6385 63861 30 6390 6391 31 6395 6396 32 6400 6401 33 6405 6406 34 6410 6411 35 6415 6416 36 6420 64217 6425 6426 38 6430 6431 39 6435 6436 40_ 6440 6441 41 6445 6446 42 6450 16451 43 16455 16456 44 16460 LC Member Label 17 I M30 M30 M30 M30 M30 M30 M30 M30 M :0 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 M30 Sec 1 5 1 1 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 5 5 1 5 1 5 1 5 Axialfk] y Shear{k] z Shearrk] Torque IRA! 3 417 027 -.003 0 3.389 -.02 -.003 0 2.592 .026 -.005 0 2.565 -.021 -.005 0 1.795 025 -.009 0 1.767 -.022 -.009 0 2.619 .026 007 0 2.591 -.021 -.007 0 3.158 .025 -.005 0 3.124 -.019 -.005 0 2.631 .026 -.003 0 2.603 -.021 -.01 0 2.053 .027 -.007 0 2.032 024 -.007 0 2.581 .026 -.009 0 2.553 -.021 -.002 0 3.907 027 -.004 0 3.88 -.02 -.004 0 3.083 026 -.006 0 3.056 -021 -.006 0 2.285 .026 -.01 0 2.258 -.022 -.01 0 3.11 027 008 0 3.082 -.021 -.008 0 3.649 .025 -.007 0 3.615 -.018 -.007 0 3.122 .027 -.004 0 3.094 -.021 -.011 0 2.544 .028 -.008 0 2.522 -.023 -.008 0 3.071 .027 -.01 0 3.044 -.021 -.003 0 3 -417 .027 -.003 0 3.389 -.02 -.003 0 2 542 .026 -.005 0 2.565 021 -.005 0 1.795 .025 -.009 0 1.767 -.022 -.009 0 2.619 .026 -.007 0 2.591 -.021 007 0 3.158 .025 -.005 0 3.124 -.019 -.005 0 2.631 .026 -.003 0 2.603 -.021 -.01 0 2.053 .027 -.007 0 2.032 .024 -.007 0 2.581 .026 -.009 0 2.553 -.021 002 0 1.461 .016 002 0 1.444 -.013 .002 0 .361 014 0 0 .345 -.014 0 0 -.702 .014 -.006 I 0 -.719 -.015 -.006 I 0 397 .015 -.003 I 0 .38 -.014 -.003 I 0 v v Moment[k...z z Moment[k... .001 .052 -.03 .022 .008 .046 -.038 026 016 043 .063 .078 007 .048 .055 .025 .005 .047 -.042 .021 0f15 .047 -.054 .025 .01 .047 -.051 03 01 047 -.039 .025 0 .054 -.039 .02 009 049 048 024 .017 .045 .073 027 .008 05 065 023 006 .05 052 019 006 .049 -.063 .024 011 049 06 078 .012 05 049 .023 001 052 -.03 022 008 046 038 026 016 043 .063 028 007 048 055 025 005 047 042 021 005 .047 -.054 025 01 .047 -.051 .03 .01 047 -.039 025 01 029 .009 015 .002 .022 003 .02 .013 .017 -.037 023 0 024. -.025 .018 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d1 Page 56 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 6461 45 6465 6466 46 6470 6471 47 6475 6476 48 6480 6481 1 6485 6486 2 6490 6491 3 6495 6496 4 6500 6501 5 6505 6506 6 6510 6511 7 6515 6516 8 6520 6521 9 6525 6526 10 6530 6531 11 6535 6536 12 6540 6541 13 6545 6546 14 6550 6551 15 6555 6556 16 6560 6561 17 6565 6566 18 6570 6571 19 6575 6576 20 6580 6581 21 16585 6586 22 6590 16591 23 16595 16596 24 16600 Member Label M30 M30 M30 M30 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf kl 1.116 1.091 .413 .396 -.358 -.366 .346 '.329 .776 .708 .363 .295 .776 .708 .906 .838 .776 .708 .466 .398 .564 .496 .466 .398 -.589 -.657 -.51 -.577 2.141 2.073 2.062 1.994 .108 .041 .213 .145 1.444 1.376 1.339 1.271 -.558 .626 -.498 -.566 1.49 1.422 1.43 1.363 -.035 -.102 .044 -.024 1 .967 1 .899 1 .888 1 .82 v Shearfkl .013 .011 .015 -.014 .016 -.017 .015 -.014 .004 .004 .133 .133 .004 .004 .034 .034 .004 .004 .101 .101 .124 .124 .101 .101 .038 .038 .014 .014 -.03 .03 -.005 -.005 .035 .023 .01 .01 -.027 -.015 -.002 -.002 .126 .126 .108 .108 .076 .076 .094 .094 .124 .115 .105 .105 .078 .087 .097 .097 z Shearfkl 0 0 .003 -.007 -.003 -.003 .006 .004 .2 .2 .407 .407 .2 .2 .299 .299 .2 .2 .356 .356 .43 .43 .356 .356 .039 .039 .074 .074 .362 .362 .327 .327 .143 .143 .181 .193 .258 .258 .22 .208 .235 .235 .261 .261 .476 .476 .45 .45 .313 .313 .341 .35 .399 .399 .37 .361 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk.. -.002 -.009 -.002 -.023 .005 -.019 .005 -.005 -.206 .696 -.393 1.44 -.206 .696 -.297 1.049 -.206 .696 -.346 1.254 -.414 1.519 -.346 1.254 -.051 .126 -.055 .279 -.361 1.266 -.357 1.113 -.149 .495 -.165 .677 -.263 .897 -.246 .715 -.23 .827 -.233 .941 -.462 1.682 .46 1.567 -.303 1.103 -.316 1.24 -.389 1.405 -.376 1.268 1 1 .023 .013 .023 .019 .023 .025 .023 .019 .017 -.002 .249 .351 .017 .002 .07 -.085 .017 -.002 .191 -.264 .23 -.326 .191 -.264 .057 -.115 .041 .021 -.022 .112 -.006 017 .051 -.08 .03 .016 -.016 .077 005 .013 .22 -.349 .209 -.278 .161 -,179 .173 -.249 .216 -.322 .2 -.275 .166 .205 .182- -.253 abOptModified(v01).r3d] Page 57 1 1 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 6601 25 6605 6606 26 6610 6611 27 6615 6616 28 6620 6621 29 6625 6626 30 6630 6631 31 6635 6636 32 6640 6641 33 6645 6646 34 6650 6651 35 6655 6656 36 6660 6661 37 6665 6666 38 6670 6671 39 6675 6676 40 6680 6681 41 6685 6686 42 6690 6 691 43 6695 6696 44 6700 6701 45 6705 16706 46 6710 6711 47 16715 1 716 48 6720 6721 1 16725 6726 2 6730 6731 3 6735 16736 4 16740 Member Label M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 M31 31 M32 M32 M32 M32 Sec 1 5 1 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 Axial[k] y Shear[k] z Shearfk] Torque[k ftl v v Momentrk...z z Moment[k... -.46 .149 .309 0 -.298 .26 .528 I .149 .309 0 1.091 .411 -.401 I .131 .335 0 .301 .248 468 I .131 .335 0 1.206 -.34 1.588 I .098 .55 0 -.53 .201 1.52 I .098 .55 0 1.946 .241 1.528 .117 .524 0 -.528 213 1.46 .117 .524 0 1.831 .312 .063 .147 .386 0 .371 .256 -.005 .138 .386 0 1.368 -.385 .141 .128 .415 0 .384 .239 .074 .128 .424 0 1.505 -.337 1.064 .1 .473 0 457 .205 .997 .11 .473 0 1.67 -.267 986 .119 .444 0 .445 .221 .918 .119 .435 0 1,533 -.315 .558 .126 .235 0 .23 .22 626 .126 .235 0 .827 -.349 498 .108 .261 0 233 .209 .566 .108 .261 0 .941 278 1.49 .076 .476 0 -.462 .161 1.422 _076 .476 0 1.682 .179 1.43 .094 .45 0 .46 .173 1.363 .094 45 0 1.567 -.249 035 .124 .313 0 -.303 .216 .102 .115 .313 0 1.103 .322 .044 .105 .341 0 -.316 2 .024 .105 35 0 1.24 275 .967 .078 .399 0 -.389 .166 .899 .087 .399 0 1.405 705 .888 .097 .37 0 .376 .182 .82 097 .361 0 1.268 -.253 .9 .036 041 0 .031 .05 -.94 .036 041 0 -.153 -.114 -.82 .012 006 0 .028 .034 861 012 006 0 0 -02 1.831 -.031 .2811 0 -.278 029 1.79 -.031 .281 0 .988 .112 1.751 .007 247 0 -.275 .013 1.711 -.007 247 0 .835 .018 .202 .034 .063 0 .067 .044 -.243 .021 .063 0 .216 .079 .097 009 101 0 083 023 -.138 .009 .113 0 .399 .016 1.133 .028 .178 0 .18 .023 1.093 .016 .178 0 .619 .077 1.028 -.003 .14 0 -.1.4 .002 .988 -.003 .127 0 .436 .014 .859 .053 -.219 0 .266 -.015 .791 .053 -.219 0 -.721 .224 1.221 -.28 -.447 0 .5 -.006 1.154 -.28 -.447 0 -1.51 1.255 .859 .053 -.219 0 .768 .015 .791 .053 -.219 0 -.721 .774 1.154 -.109 325 0 .373 -.012 1.087 -.109 32.5 0 1.09 .417 RISA -3D Version 8 0.3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 58 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 6741 6745 6746 6750 6751 6755 6756 6760 6761 6765 6766 6770 6771 6775 6776 6780 6781 6785 6786 6790 6791 6795 6796 6800 6801 6805 6806 6810 6811 6815 6816 6820 6821 6825 6826 6830 6831 6835 6836 6840 6841 6845 6846 6850 6851 6855 6856 6860 6861 6865 6866 6870 16871 16875 16876 16880 LC 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Member Label M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .859 .791 1.131 1.063 1.352 1.284 1.131 1.063 -.495 -.562 .982 .914 2.213 2.145 .737 .669 .123 .055 1.122 1.054 1.596 1.528 .597 .529 .116 .048 1.223 1.155 2.146 2.078 1.039 .971 .579 .511 1.328 1.26 1.683 1.615 .934 .866 .337 .269 1.444 1.376 2.368 2.3 1.26 1.193 .8 .732 1.549 1.481 1.905 1.837 1.155 1.088 v Shearfkl -.053 -.053 -.223 -.223 -.265 -.265 -.223 -.223 -.02 -.02 -.058 -.058 -.086 -.086 -.048 -.048 -.019 -.031 -.059 -.059 -.087 -.075 -.047 -.047 -.198 -.198 -.227 -.227 -.248 -.248 -.22 .22 -.198 -.207 -.228 -.228 -.249 -.24 -.219 -.219 -.24 -.24 .269 .269 -.29 -.29 -.262 -.262 -.239 -.248 -.269 -.269 -.291 -.282 -.261 -.261 z Shearfkl .219 -.219 -.39 -.39 .469 .469 -.39 -.39 .055 .055 .202 -.202 -.384 -.384 .237 .237 .163 .163 .264 .252 .276 -.276 -.175 -.187 -.266 -.266 -.377 .377 -.513 -.513 -.403 -.403 -.348 -.348 -.423 -.414 -.432 -.432 -.356 -.365 -.346 -.346 -.456 -.456 -.593 -.593 -.483 -.483 -.427 -.427 -.503 -.494 -.512 -.512 .436 -.445 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 .001 0 0 0 0 0 v -v Momentfk...z -z Momentfk.. .266 -.721 .442 -1.313 .522 -1.589 .442 -1.313 .104 -.143 .28 -.627 .428 -1.3 .251 .816 .211 -.522 .334 -.827 .32 -.921 .197 -.616 .32 -.879 .453 -1.242 .563 -1.747 .431 -1.384 .401 -1.163 .493 -1.392 .483 1.462 .39 -1.234 .401 -1.156 .533 -1.518 .644 -2.023 .512 -1.661 .482 -1.44 574 -1.669 .563 -1.739 .471 -1.51 -.015 .224 -.008 .997 -.006 1.187 -.008 .997 .023 .111 -.031 .228 -.053 .336 .001 .219 .022 .133 -.03 .234. -.051 .314 0 .214 .02 .913 .02 1 -.036 1.081 .004 .994 .019 .929 -.019 1.004 -.035 1.065 .004 .99 .023 1.103 -.018 1.191 -.034 1.271, .006 1.184 .022 1.119 -.017 1.195 -.033 1.255 .006 1.18 abOptModified(v01) r3d] Page 59 1 1 1 I I 6881 6885 6886 6890 6891 6895 6896 6900 6901 6905 6906 6910 I 6 6915 6916 6920 6921 6925 6926 6930 6931 6935 6936 6940 6941 6945 6946 6950 6951 6955 6956 6960 6961 6965 6966 6970 6971 6975 I 6 6980 6981 6985 I 6986 6990 6991 6995 6996 7000 7001 7005 7006 7010 7011 7015 7016 7020 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) LC Member Label 33 M32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32 M32_ M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 Sec 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial[k] .116 .048 1.223 1.155 2.146 2.078 1.039 .971 579 .511 1.328 1.26 1.683 1.615 .934 .866 -.838 .879 .638 .597 1.869 1.829 .393 .352 -.221 -.262 .778 .737 1.752 1.211 .253 212 -.047 -.047 -.28 -.28 -.047 -.047 -.105 -.105 -.047 -.047 ?72 -.222 -.265 -.265 -.7.22 -.222 -.012 -.012 -.055 -.055 -.083 -.083 -.04 -.04 v Shear[kl .198 .198 -.227 ?7 -.248 .248 .22 .22 -.198 -.207 -.228 -.228 -.249 .24 -.219 -.219 .002 .002 -.036 036 -.065 -.065 .027 .027 .002 -.01 -.037 .037 .066 -.054_ .026 .028 .023 025_ .016 _032 .023 -.025 .021 -.077 .023 -.025 .017 .03 .016 -.031 .017 .03 .019 -.029 .022 -.075 .026 -.0,? 1 023 -.095 Nov 5 2010 10:29 AM Checked By z Shearfk] Torque[k -ft] y -v Momentfk...z -z Momentfk... -.266 0 .32 .02 ^I -.266 0 -.879 .913 .377 0 .453 .02 -.377 0 -1.242 1 -_513 0 .563 .036 -.513 0 -1.747 1.081 -.403 0 .431 .004 -.403 0 1.384 .994 -.348 .001 .401 .019 -.348 001 1.163 .929 -.423 0 .493 .019 -.414 0 1.392 1.004 -.432 0 .483 .035 -.432 0 1.462 1.065 -.356 0 .39 .004 -.365 0 1.234 .99 .033 0 .002 .079 .033 0 .146 .022 -.114 0 .174 -.025 -.114 0 338 .139 -.79F 0 .321 047 -.296 0 -1.011 .247 .149 0 .145 .007 -.149 0 .528 .13 -.075 -.001 .105 .028 -.075 -.001 -.233 .044 -.176 0 .228 -.024 -.164 0 .539 .144 -.188 0 .214 -.045 -.188 0 .632 .225 -.087 0 .091 .006 -.099 0 .327 .124 -.001 0 .004 .027 -.001 0 .006 .036 -.005 0 .017 .01 -.005 0 018 .072 -.001 0 004 027 -.001 0 .006 .036 -.002 0 .008 .023 -.002 0 -.01 .046 -.001 0 .004 .027 -.001 0 -.006 .036 -.004 0 .014 .014 -.004 0 -.015 .063 -.005 0 _017 .011 -.005 0 .019 .07 -.004 0 _014 .014 -.004 0 .015 .063 -.002 0 006 .013 -.002 0 .006 .05 -.001 0 .005 .026 001 0 -.006 037 0 0 .002 042 0 0 -.005 .022 0 0 I .002 .028 0 0 I 005 .036 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 60 Company Green Creek Wooci Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 7021 7025 7026 7030 7031 7035 7036 7040 7041 7045 70461 70501 7051 7055 7056 7060 7061 7065 7066 7070 7071 7075 7076 7080 7081 7085 7086 7090 7091 7095 7096 7100 7101 7105 7106 7110 7111 7115 7116 7120 7121 7125 7126 7130 7131 7135 7136 7140 7141 7145 7146 7150 7151 7155 7156 7160 LC 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Member Label M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 M33 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 Axialfkl .017 .026 -.057 -.057 -.112 -.12 -.038 -.038 -.195 -.195 -.227 -.227 -.248 -.248 -.216 -.216 -.174 -.167 -.229 -.229 -.27 -.276 -.215 -.215 -.238 -.238 -.27 -.27 -.291 -.291 .259 -.259 -.217 -.21 -.272 -.272 -.313 -.319 -.258 -.258 -.195 -.195 -.227 -.227 -.248 -.248 -.216 .216 -.174 -.167 -.229 -.229 -.27 -.276 -.215 -.215 v Shearfkl z Shearfkl .02 .001 -.028 .001 .023 -.007 -.025 .002 .025 -.004 -.022 -.004 .023 .004 -.025 .004 .015 .004 -.033 -.004 .017 .004 .03 .004 .02 .003 -.027 -.003 .018 -.004 -.03 -.004 .015 -.002 -.032 -.002 .017 -.008 -.03 -.001 .02 -.006 -.028 -.006 .017 0 -.03 -.006 .013 -.005 -.034 -.005 .016 -.005 -.032 -.005 .019 -.004 -.029 -.004 .016 -.004 -.031 -.004 .014 .003 -.033 -.003 .016 -.009 -.031 -.002 .018 -.006 -.029 -.006 .016 0 -.031 -.007 .015 -.004 .033 -.004 .017 -.004 .03 .004 .02 .003 -.027 .003 .018 -.004 .03 -.004 .015 -.002 -.032 -.002 .017 -.008 03 -.001 .02 -.006 -.028 -.006 .017 0 -.03. -.006 Torauefk -ftl v_ -v Momentfk...z -z Momentfk.. 0 1 -.007 .016 O I .003 .047 0 I .012 .027 0 I .005 .036 O I .015 .038 0 -.014 .026 O -.005 .027 O -.006 .036 O .015 .003 0 .016 .073 0 .015 .014 O -.015 .064 O .012 .025 O -.015 .052 O .012 .015 O -.015 .062 0 .005 .006 0 -.009 .071 0 .02 .014 0 -.015 .063 0 .022 .023 O -.021 .055 0 .007 .014 0 .015 .063 0 .018 0 O -.019 .08 0 .018 .01 0 -.019 .07 O .015 .021 O -.018 .059 O .016 .011 0 -.019 .069 O .008 .002 O -.013 .078 O .023 .011 O -.019 .07 0 .025 .019 0 -.025 .062 0 .01 .011 0 -.019 .07 0 .015 .003 0 -.016 .073 0 .015 .014 0 .015 .064 0 .012 .025 0 -.015 .052 0 .012 .015 0 -.015 .062 0 .005 .006 O -.009 .071 O .02 .014 0 .015 .063 0 .022 .023 O .021 .055 0 .007 .014 O -.015 .063 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d1 Page 61 1 1 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 7161 7165 7166 7170 7171 7175 7176 7180 7181 7185 7186 7190 7191 7195 7196 7200 7201 7205 7206 7210 7211 7215 7216 7220 7221 7225 7226 7230 7231 7235 7236 7240 7241 7245 7246 7250 7251 7255 7256 7260 7261 7265 7266 7270 7271 7275 7276 7280 7281 7285 7286 7290 7291 7295 7296 7300 LC 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Member Label M33 M33 M33 M33 M33 M33 M33 M33 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 Axial[k] .007 .007 -.036 .036 .064 .064 .021 .021 .036 .045 -.038 -.038 -.093 -101 019 .019 .214 .214 .623 -.623 -.214 -.214 .36 .36 -.214 -.214 -.521 .521 .631 .631 .521 .521 .274 -.274 .098 098 -.153 -.153 -.329 -.329 -.274 -.274 -.154 -.164 -.154 -.154 -.273 -.264 -.566 -.566 .435 .435 .475 .475 -.607 -.607 v Shearfkj .01 .019 013 0 -.015 0 -017 0 -.011 0 014 0 -.015 0 011 .002 -.018 .002 .014 -006 -015 .002 -016 -.003 -.012 -.003 .014 .005 -.015 -.004 .025 0 -.029 0 .022 .004 011 .004 -025 0 -.029 0 024 .002 -03 .002 025 0 -.029 0 .023 .003 -.031 .003 .022 .004 -.031 .004 -023 .003 -.031 .003 .025 .001 -.079 :001 .029 .001 -.025 .001 .025 0 -.029 0 .02 0 -.033 0 -025 -.003 -.029 .007 027 0 -.026 0 .025 .004 -.029 -.005 .022 .001 -.031 .001 .023 .003 -.031 .003 .026 .003 -.028 I .003 -023 I .003 .031 .003 .02 -003 034 I .003 z Shearfkj Torque[k -ftj y -y Mamentfk.. -z -z -.001 -.001 .004 .004 .004 .004 0 .003 0 -.003 009 .005 .011 003 .013 -.011 006 -003 -.002 .005 014 .018 002 .005 004 01 -002 .005 011 .015 -.013 .018 011 015 -.005 006 -.004 005 0 004 0 nn6 001 016 0 00.5 -.002 -005 -003 006 013 .016 -.013 015 -009 .014 -01 015 Moment[k... .002 .036 .015 .023 .031 .008 .017 .021 .005 .033 .016 .022 .028 .011 .016 .022 .039 -058 .047 088 .039 .058 .042 .068 .039 .058 .045 .08 .048 .089 .045 .08 042 .061 .053 035 .036 .054 .025 .08 .041 .061 .051 047 .037 .054 .027 .068 .048 .083 .056 .063 .043 .078 .035 097 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d[ Page 62 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 73011 21 73051 7306 22 7310 7311 23 7315 7316 24 7320 7321 25 7325 7326 26 7330 7331 27 7335 7336 28 7340 7341 29 7345 7346 30 7350 7351 31 7355 7356 32 7360 7361 33 7365 7366 34 7370 7371 35 7375 7376 36 7380 7381 37 7385 7386 38 7390 7391 39 7395 7396 40 7400 7401 41 7405 7406 42 7410, 7411 43 7415 7416 44 7420 7421 45 7425 7426 46 7430 7431 47 7435 7436 48 7440 Member Label M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 M34 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 1 1 5 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl -.566 -.566 -.476 -.483 -.476 -.476 -.566 -.559 -.676 -.676 -.544 -.544 -.585 -.585 -.717 -.717 -.676 -.676 -.586 -.593 -.585 -.585 -.675 -.668 -.566 -.566 -.435 -.435 -.475 -.475 -.607 -.607 -.566 -.566 -.476 -.483 -.476 -.476 .566 .559 -.189 -.189 -.013 -.013 -.068 -.068 -.243 -.243 -.188 -.188 -.06$ -.078 -.068 -.068 -.188 -.178 v Shearfkl .023 -.031 .025 -.029 .023 -.031 .021 -.033 .022 -.031 .025 -.028 .022 -.031 .019 -.035 .022 -.032 .024 -.03 .022 -.031 .02 -.033 .023 -.031 .026 -.028 .023 -.031 .02 -.034 .023 -.031 .025 -.029 .023 -.031 .021 -.033 .015 -.017 .019 -.013 .015 -.017 .011 -.022 .015 -.017 .017 -.015 .015 -.017 .012 -.02 z Shearfkl 0 .007 .003 .003 .006 -.002 .003 .003 .004 .004 .004 .004 .003 .003 .003 .003 0 .008 .003 .003 .006 0 .004 .004 .003 .003 .003 .003 .003 .003 .003 .003 0 .007 .003 .003 .006 -.002 .003 .003 0 0 0 0 0 0 0 0 -.003 .006 0 0 .004 -.006 0 0 Torauefk -ftl O -.011 O .023 O -.01 0 .014 O -.011 O .007 O -.012 O .015 O -.015 0 .019 O -.015 O .018 O -.011 0 .017 0 -.012 0 .018 O -.013 0 .026 O -.012 0 .018 O -.013 0 .01 O -.014 0 .019 0 -.013 0 .016 0 -.013 0 .015 0 -.009 0 .014 0 -.01 0 .015 O -.011 0 .023 0 -.01 O .014. 0 -.011 O .007 0 -.012 0 .015 0 -.004 O .004 0 .003 0 .003 0 .002 0 .002 0 0 O .003 O 0 O .014 0 0 0 .003 O -.001 O -.008 O -.002 0 .004 v -v Momentfk...z -z Momentfk.. .047 .083 .054 .073 .043 .078 .036 .088 .05 .091 .058 .072 .046 .086 .037 .105 .05 .091 .057 .081 .046 .086 .039 .096 .048 .083 .056 .063 .043 .078 .035 .097 .047 .083 .054 .073 .043 .078 .036 .088 .026 .038 .038 .012 .02 .031 .009 .057 .026 .038 .035 .024 .021 .031 1 .012- 1 .045 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 63 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 7441 7445 7446 7450 7451 7455 7456 7460 7461 7465 7466 7470 7471 7475 7476 7480 7481 7485 7486 7490 7491 7495 7496 7500 7501 7505 7506 7510 7511 7515 7516 7520 7521 7525 7526 7530 7531 7535 7536 7540 7541 7545 17546 17550 17551 17555 7556 7560 7561 7565 7566 7570 7571 7575 7576 7580 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 LC Member Label Sec M35_ 1 5 1 5 1 5 1 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialf k] .015 .015 .172 .172 .015 .015 052 .052 .015 .015 .133 ,133 .16 .16 .133 .133 .052 052 .028 .028 .022 -.022 002 .002 .077 .068 .024 .024 -.046 -.038 .007 .007 .16 .16 .142 142 .105 .105 _123 .123 179 .173 .139 .139 .087 .093 .126 .126 .188 .188 .17 .17 .132 .132 .151 151 y Shear[k] .025 .023 .031 -.016 .025 -.023 .026 -.021 .075 -.023 .03 -.018 .031 -.016 .03 .018 .028 019 .025 023 .021 -.026 .025 -.023 .027 -.02 .025 023 .022 -.075 .025 -.023 .033 -.015 03 018 .027 .02 .03 .018 .032 -.016 .03 .018 .028 -.02 .03 .018 034 -.014 031 -.016 02R -.019 .031 -016 Nov 5 2010 10:29 AM Checked By z Shearfk] Torque1k ft] y v Momentfk...z z Momentfk... 0 1 0 .002 I .034 7 O I 0 0 .026 -.002 0 .007 .06 -.002 0 -.008 0 O 0 -.002 .034 0 0 0 .026 O 0 .002 .041 O 0 .002 .02 O 0 .002 .034 O 0 0 .026 -.001 0 .004 .054 -.001 0 -.006 .007 -.002 0 .005 .059 -.002 0 .007 .002 -.001 0 .004 054 -.001 0 .006 .007 O 0 0 .049 0 0 -.002 .012 0 0 .002 .034 0 0 -.002 026 O 0 -.005 .02 O 0 0 .041 .001 0 .007 .034 .001 0 .001 .026 -.002 0 .004 .044 -.002 0 .01 .017 .004 0 -.005 .035 -.004 0 -.005 _026 .002 0 .009 .025 .002 0 .009 .036 -.004 0 0 .034 .005 0 .004 027 -.002 0 .007 064 -.002 0 .007 .004 -.002 0 .008 .054 -.002 0 -.007 007 O 0 .002 .043 O 0 -.005 .018 O 0 .001 .054 O 0 -.005 007 -.003 0 .009 .061 -.003 0 -.013 0 .002 0 .002 .054 005 0 -.009 006 O 0 0 .047 O 0 .001 014 -.004 0 .007 .053 .002 0 -.003 .007 -.002 0 .007 .069 -.002 0 -.008 -.009 -.002 0 .008 059 -.002 0 -.009 .002 -.001 0 .003 .048 -.001 0 -.006 .013 O 0 .002 .059 O 0 I -.006 .002 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 64 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 7581 29 7585 7586, 30 7590 7591 31 7595 7596 32 7600 7601 33 7605 7606 34 7610 7611 35 7615 7616 36 7620 7621 37 7625 7626 38 7630 7631 39 7635 7636 40 7640 7641 41 7645 7646 42 7650 7651 43 7655 7656 44 7660 7661 45 7665 7666 46 7670 7671 47 7675 7676 48 7680 7681 1 7685 7686 2 7690 7691 3 76951 76961 4 77001 77011 5 77051 77061 6 77101 77111 7 7715 7716 8 77201 Member Label M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M35 M36 M36 M36 M36 M36 M36 M36 M36 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 1 5 5 1 5 1 5 1 5 1 5 Axialfkl .206 .2 .167 .167 .114 .12 .154 .154 .16 .16 .142 .142 .105 .105 .123 .123 .179 .173 .139 .139 .087 .093 .126 .126 .046 .046 .022 .022 .028 -.028 -.004 -.004 .071 .062 .018 .018 -.052 -.044 0 0 -.204 -.204 -.422 -.422 -.204 -.204 -.308 -.308 -.204 -.204 -.367 -.367 -.446 -.446 -.367 367 v Shearfkl .033 -.015 .031 -.016 .029 -.018 .031 -.017 .033 -.015 .03 -.018 .027 -.02 .03 -.018 .032 -.016 .03 -.018 .028 -.02 .03 -.018 .019 -.01 .015 -.014 .011 -.017 .015 -.014 .017 -.011 .015 -.013 .012 -.016 .015 -.014 .044 -.027 .046 -.025 .044 -.027 .045 -.026 .044 -.027 .046 -.026 .046 -.025 .046 -.026 z Shearfkl -.003 -.003 .002 -.005 0 0 .005 .002 -.002 .002 -.002 -.002 0 0 0 0 -.003 -.003 .002 -.005 0 0 -.004 .002 0 0 0 0 0 0 0 0 -.002 -.002 .004 -.004 .002 .002 -.004 .005 0 0 .002 .002 0 0 0 0 0 0 .001 .001 .002 .002 .001 .001 RISA -3D Version 8 0 3 [T X. X. X. \Calcs_Struc \Operators cab \CabFrameS 1 Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... .01 -.014 .003 -.01 0 0 .007 -.004 .007 -.007 .008 .007 .002 -.005 :001 -.005 .009 -.013 .002 .009 0 .001 .007 -.003 .002 -.002 .003 002 -.005 .001 .006 .001 .005 -.01 -.005 -.005 -.008 .009 .002 .004 0 .001 -.008 .007 0 .001 -.003 .003 0 .001 -.006 006 -.007 .007 -.006 006 .066 -.005 .059 .002 .052 .009 .058 .003 .064 -.004 .054 .007 .043 .018 .054 .007 .061 0 .054 .006 .047 .014 .053 .007 .035 .001 .021 .016 .006 .03 .021 .016 .03 .006 .021 .015 .011 .025 .02 .016 .144 .069 .232 .142 .144 .069 .186 .102 .144 .069 .21 .124 .242 .148 .21 .124 abOptModified(v01) r3d] Page 65 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) 7721 7725 7726 7730 7731 7735 7736 7740 7741 7745 7746 7750 7751 7755 7756 7760 7761 7765 7766 7770 7771 7775 7776 7780 7781 7785 7786 7790 7791 17795 17796 7800 7801 7805 7806 7810 7811 7815 7816 7820 7821 7825 7826 7830 7831 7835 7836 7840 7841 7845 7846 7850 7851 7855 7856 17860 LC 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Member Label M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 Sec 1 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 5 1 5 Axial[k] v Shearfk] z Shear[k] Torque[k -ft] -.03 .042 I 0 0 -.03 -.03 I 0 0 -.072 .024 I 0 0 -.072 -_010 0 0 -.377 .047 0 0 .377 -.025 0 0 -.335 .065 0 0 -.335 .007 0 0 -.139 .043 .007 0 -.139 -.028 -.006 0 167 .036 .001 0 .154 -.035 .001 0 -.268 .045 -.007 0 -.268 -.026 .006 0 -.24 .052 0 0 .253 -.019 0 0 .237 .044 .002 0 -.237 -.028 .002 0 -.269 .03 .002 0 -.269 -.041 .002 0 .498 .047 .001 0 .498 -.024 .001 0 .466 .061 .001 0 466 .011 .001 0 -.319 .045 .007 0 -.319 -.027 -.003 0 -.34 .04 .002 0 33 .032 .002 0 -.416 .046 -.004 0 .416 -.025 .006 0 .395 .052 0 0 -.404 -.02 0 0 -.316 .045 .002 0 -.316 -.027 .002 0 .347 .031 .002 0 -.347 04 002 0 -.576 .048 .001 0 -.576 -.023 001 0 .544 .062 .001 0 -.544 -.01 .001 0 -.397 .046 .007 0 -.397 -.026 -.003 0 .419 .04 .002 0 -.409 .031 .002 0 -.494 .047 -.004 0 -.494 -.024 .006 0 .473 .052 .001 0 .483 -.019 .001 0 -.237 .044 .002 0 -.237 -.028 .002 0 .269 .03 .002 0 -.269 -.041 .002 0 -.498 .047 .001 0 -.498 -.024 .001 0 -.466 .061 .001 I 0- -.466 -.011 .001 I 0 Nov 5 2010 10:29 AM Checked By v v Momentfk.. z z Moment[k... .002 .074 .002 .02 002 .028 002 .131 0 .214 0 .119 0 26 0 008 011 .119 .004 .053 -.005 .113 .004 .108 .009 .168 .006 .086 .003 .174 002 .031 .007 .157 .006 .086 .007 .123 .006 .17 -.005 263 .005 .161 -.005 .297 005 .078 .014 .192 .002 .111 .009 .187 008 .153 .001 .226_ .009 .136 .003 .233 003 095 .008 .189 .008 .111 .009 .155 00R 194 -.006 .295 006 186 -.006 .329 .006 .102 -.015 .224 .003 .136 -.01 .219 .009 .177 0 .26 .01 .161 .004 .265 .005 119 .007 .157 .006 .086 -.007 .123 .006 .17 -.005 .263 .005 .161 005 297 .005 .078 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 66 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 7861 37 7865 7866 38 7870 7871 39 7875 7876 40 7880 7881 41 7885 7886 42 7890 7891 43 7895 7896, 44 7900 7901 45 7905 7906 46 7910 7911 47 7915 7916 48 7920 7921 1 7925 7926 2 7930 7931 3 7935 7936 4 7940 7941 5 7945 7946 6 7950 7951 7 7955 7956 8 7960 7961 9 7965 7966 10 7970 7971 11 7975 17976 12 17980 17981 13 7985 7986 14 7990 7991 15 17995 7996 16 8000 Member Label M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M36 M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl -.319 -.319 -.34 -.33 -.416 -.416 -.395 -.404 .052 .052 .009 .009 -.296 -.296 -.254 -.254 -.057 -.057 -.086 -.073 -.187 -.187 -.159 .171 .045 -.004 .163 .114 .045 -.004 .078 .029 .045 -.004 .133 .084 .159 .11 .133 .084 .059 .01 -1.309 -1.358 .031 -.018 1.399 1.35 .066 .017 -1.273 -1.313 .024 -.025 1.363 1.304 v Shearfkl .045 -.027 .04 -.032 .046 -.025 .052 -.02 .024 -.019 .006 -.037 .029 -.014 .047 .004 .026 .017 .019 -.024 .027 -.015 .034 -.008 .024 -.029 .02 -.034 .024 -.029 .023 -.031 .024 -.029 .021 -.033 .02 -.034 .021 -.033 .024 -.03 .024 -.029 .025 -.029 .024 -.029 .024 -.03 .027 -.035 .025 -.029 .021 -.024 z Shearfkl .007 .003 .002 .002 .004 .006 0 0 0 0 0 0 0 0 0 0 .007 -.006 0 0 -.007 .006 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .005 -.008 0 0 .005 .008 0 0 Torauefk -ftl v -v Momentfk...z -z Momentfk.. O .014 .192 O .002 .111 0 -.009 .187 O .008 .153 O .001 .228 O .009 .136 0 -.003 .233 O I .003 .095 O -.002 .016 O .002 .008 0 -.002 -.03 O .002 .103 O 0 .157 O 0 .091 O .001 .203 O 0 -.02 O -.01 .062 O -.004 .025 O -.004 .056 O .004 .08 0 .009 .111 O .005 .058 O .003 .117 0 -.002 .003 0 0 .036 O -.002 .067 O 0 .012 0 -.01 .093 0 0 .036 O -.002 .067 O 0 .027 0 -.005 .077 O 0 .036 O -.002 .067 O 0 .018 0 -.008 .086 O 0 .011 O -.01 .094 0 0 .018 O .008 .086 O 0 .032 0 0 .071 0 0 .037 O -.001 .067 0 0 .04 0 -.003 .063 0 0 .035 0 -.002 .066 0 -.001 .032 0 -.018 .071 O 0 .037 O -.003 .083 0 0 .039 O .015 .063 O 0 .035 O -.001 .051 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 67 i 1 1 1 1 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 8001 17 8005 8006 18 8010 8011 19 8015 8016 20 8020 8021 21 8025 8026 22 8030 8031 23 8035 8036 24 8040 8041 25 8045 8046 26 8050 8051 27 8055 8056 28 8060 8061 29 8065 8066 30 8070 8071 31 8075 8076 32 8080 8081 33 8085 8086 34 8090 8091 35 18095 8096 36 8100 8101 37 18105 18106 38 8110 8111 39 18115 8116 40 8120 8121 41 18125 18126 42 8130 8131 43 81351 181361 44 181401 Member Label M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A M35A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 Axialfkj .144 _095 .882 .931 .123 .074 1.149 1.1 .149 .1 .855 897 .118 .069 1.122 1.066 .169 .12 .857 .906 .148 099 1.174 1.125 .174 .125 83 .872 .143 .094 1.147 1.091 .144 .095 -.882 931 _123 .074 1.149 1.1 .149 .1 -.855 -.897 .118 .069 1.122 1.066 _041 .011 -1.327 -1.357 .013 .016 1.381 1.351 v Shearfkl .021 -.033 .021 -.033 .022 -.032 .021 -.033 .021 .023 -.037 .021 -.032 .019 -.028 .019 -.034 .02 -.034 .02 -.033 .02 -.034 .019 -.034 .022 -.038 .02 -.033 .018 .03 .021 -.033 .021 -.033 .022 -.032 .021 -.033 .021 -.033 .023 -.037 .021 -.032 .019 -.028 .014 -.018 .015 -.018 .015 -.017 .014 -.018 z Shearfk] 0 0 0 0 0 0 0 0 .003 .007 0 0 -.005 .005 0 0 0 0 0 0 0 0 0 0 .003 007 0 0 -.005 .005 0 0 0 0 0 0 0 0 0 0 003 -.007 0 0 -.005 .005 0 0 0 0 0 0 0 0 0 0 Torquefk -ft] v -v Momentfk...z -z Momentfk.., O 0 .015 1 0 .007 .089 O 0 .019 0 -.008 .087 0 0 .021 0 -.009 .083 O 0 .017 O .009 .086 0 0 .015 0 -.021 .089 0 0 .019 0 -.009 .098 0 0 .021 O .004 .083 O 0 .017 O -.008 .074 O 0 .009 0 -.009 .097 0 0 .012 0 .01 .094 O 0 .014 0 .011 .091 O 0 .011 O .011 .093 O -.001 .009 O -.023 .097 0 0 .012 0 -.011 .106 0 0 .014 0 .002_ .091 0 0 .011 O .01 .082 O 0 .015 0 .007 .089 O 0 .019 0 -.008 .087 0 0 .021 O -.009 .083 O 0 017 O -.009 .086 O 0 .015 O -.021 .089 O 0 .019 O -.009 .098 O 0 .021 O .004 .083 O 0 .017 O .008 .074 O 0 .018 O 0 .044 O 0 .022 O 0 .041 0 0 .025 O -.002 .036 O 0 .021 O 002 .04 RISA 3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 68 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) LC 8141 45 8145 8146 46 8150 8151 47 8155 8156 48 8160 8161 1 8165 8166 2 8170 8171 3 8175 8176 4 8180 8181 5 8185 8186 6 8190 8191 7 8195 8196 8 8200 8201 9 8205 8206 10 8210 8211 11 8215 8216 12 8220 8221 13 8225 8226 14 8230 8231 15 8235 8236 16 8240 8241 17 18245 18246 18 8250 8251 19 8255 8256 20 8260 8261 21 8265 8266 22 8270 8271 23 8275 8276 24 82801 Member Label M35A M35A M35A M35A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl .048 .018 -1.291 1.311 .006 -.023 1.345 1.306 -.006 -.033 .016 -.012 -.006 -.033 .003 .024 -.006 -.033 .01 -.017 .017 -.011 .01 -.017 -.011 -.038 1.017 .989 0 -.028 -1.028 1 -1.055 -.017 -.045 .913 .876 .006 .021 -.924 -.942 .007 -.021 .777 .75 .014 -.013 -.756 -.784. .002 -.026 .7 .665 .019 -.008 -.679 1 -.699 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 69 Nov 5 2010 10:29 AM Checked By v Shearfkl z Shearfkl Torauefk -ftl v -v Momentfk...z -z Momentfk... .014 .005 0 -.001 .018 -.018 -.008 0 -.018 .044 .018 0 0 0 .022 -.023 0 0 .002 .056 .015 .005 0 0 .025 I -.017 .008 0 .015 .036 .011 0 0 0 .021 -.012 0 0 0 .024 .04 0 0 0 .092 I -.014 0 0 0 -.034 .064 .002 0 -.013 .186 .01 .002 0 .01 -.18 .04 0 0 0 .092 -.014 0 0 0 -.034 .049 0 0 -.002 .126 -.005 0 0 .002 -.087 .04 0 0 0 .092 -.014 0 0 0 -.034 .058 .002 0 -.01 .163 .004 .002 0 .008 -.143 .065 .002 0 -.012 .189 .011 .002 0 .009 -.183 .058 .002 0 -.01 .163 .004 .002 0 .008 -.143 .044 0 0 -.002 .108 -.01 0 0 .001 -.058 .035 0 0 -.002 .077 -.019 0 0 .002 -.002 I .036 0 0 .003 .076 .018 0 0 -.001 .011 .044 0 0 .003 .107 .009 0 0 -.002 -.067 .043 -.005 0 .004 .106 -.01 .006 0 .011 -.056 .039 0 0 -.001 .096 .01 0 0 .005 -.045 .036 .005 0 -.003 .077 -.018 -.006 0 -.011 -.013 .041 0 0 .002 .088 -.018 0 0 -.005 -.024 .061 .002 0 -.012 .175 .007 .002 0 .009 -.161 .054 .002 0 -.012 .151 0. .002 0 .009 -.119 .055 .002 0 -.008 .151 .001 .002 0 .007 -.126 .062 .001 0 -.008 .174 .008 .001 0 .006 -.168 .061 .002 0 -.007 .173 .007 .006 0 .016 -.159 I .057 .002 0 -.011 .165 .007 .002 0 .011 -.151 .055 .005 0 .013 .152 .002 -.003 0 0 -.127 .059 .001 0 -.009 .16 .001 .001 0 .004 -.136 8281 8285 8286 8290 8291 8295 8296 8300 8301 8305 8306 8310 8311 8315 8316 8320 8321 8325 8326 8330 8331 8335 8336 8340 8341 8345 8346 8350 8351 8355 1 8356 8360 8361 8365 8366 8370 8371 8375 I 8376 8380 8381 8385 8386 8390 8391 8395 8396 8400 8401 8405 8406 8410 8411 I 8415 8416 [8420 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member Section Forces (Continued) LC Member Label 25 M36A 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 M36A M36A M36A M36A M36A M36A M36A M36A MR6A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M36A M37 M37 M37 M37 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 Axial[k] .013 -.014 .784 .756 .021 -.007 .75 -.777 .008 .019 .706 .671 026 -.002 .672 693 .007 -.021 777 .75 .014 -.013 756 -.784 .002 -.026 .7 .665 .019 -.008 -.679 .699 .008 -.025 1.019 1.002 .002 -.015 1.026 -1.042 .015 -.032 .916 889 .008 -.008 -.922 .929 0 -.048 -.094 -.143 0 -.048 025 -.074 v Shearfk] .068 .014 .061 .007 .062 .008 .068 .015 .067 .014 .064 .014 .062 .008 065 .008 .061 .007 .054 0 .055 001 .062 .008 .061 .007 057 007 .055 002 .059 001 .028 -.004 .019 013 .02 -.012 029 004 .027 -.005 .073 .004 .02 -.012 025 .012 .025 -.029 022 -.032 .025 -.029 023 -.03 z Shearfk] .002 .002 .003 .003 .002 .002 .002 .002 -.001 007 003 .003 .006 -.002 002 002 .002 .002 .002 002 .002 .002 .001 001 -.002 .006 002 .002 .005 -.003 .001 001 0 0 0 0 0 0 0 0 005 .006 0 0 .005 -.006 0 0 0 0 001 001 0 0 0 0 Torque[k -ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nov 5 2010 10:29 AM Checked By y v Momentfk...z z Moment[k... .014 .01 014 .011 .01 .008 .01 008 009 .018 -.013 .013 015 0 .011 006 -.012 .009 012 009 -.008 007 008 .006 -.007 016 011 011 .013 0 009 004 .002 001 -.002 002 003 .001 003 002 .004 011 -.001 005 -.004 -.011 .002 -.005 0 0 008 .006 0 0 -.002 002 .2 .201 .177 159 .177 166 2 208 199 -.199 191 191 178 -.167 .186 175 .175 -.161 .151 119 .151 176_ 174 168 173 159 165 -.151 152 .127 16 136 .071 -.044 04 012 039 003 07 053 07 042 059 -.031 04j 0 051 -01 .038 .066 0 084 .038 066 032 074 I RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 70 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 84211 5 84951 8426 6 8430 84311 7 84351 84361 8 84401 84411 9 84451 84461 10 84501 84511 11 84551 84561 12 84601 84611 13 8465 8466 14 8470 8471 15 8475 8476 16 8480 8481 17 8485 8486 18 8490 8491 19 8495 8496 20 8500 8501 21 8505 8506 22 8510 8511 23 8515 18516 24 18520 8521 25 18525 8526 26 8530 8531 27 8535 8536 28 8540 8541 29 8545 8546 30 8550 8551 31 8555 8556, 32 18560 Member Label M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 M37 Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl 0 -.048 -.07 -.119 -.089 .138 -.07 -.119 -.014 .063 -1.365 1.414 .015 -.034 1.366 1.317 -.019 -.068 -.959 .999 .02 -.029 .96 .902 -.081 -.13 -1.094 -1.143 -.059 -.108 .954 .905 -.085 -.134 -.79 -.832 -.055 -.104 .65 .594 -.1 -.149 -1.113 -1.162 -.078 -.127 .935 .886 -.104 -.153 -.809 -.851 -.074 -.123 _631 .575 v Shearfkl .025 -.029 .022 -.031 .022 .032 .022 -.031 .026 -.027 .025 -.029 .023 .031 .024 -.029 .025 -.029 .028 -.034 .024 -.03 .021 -.024 .024 -.03 .023 -.031 .021 -.032 .022 -.031 .023 -.031 .025 -.035 .022 -.032 .02 -.027 .023 -.031 .022 -.032 .02 -.033 .021 -.032 .022 .032 .024 -.036 .021 -.032 .019 -.028 z Shearfkl 0 0 0 0 .001 .001 0 0 0 0 0 0 0 0 0 0 .006 -.007 0 0 -.006 .007 0 0 .001 .001 0 0 0 0 0 0 .006 -.004 .001 .001 .004 .006 0 0 .001 .001 .001 .001 0 0 .001 .001 .006 -.004 .002 .002 -.004 .006 0 0 Toro uefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... O .038 O .066 -.006 .028 .004 .079 -.008 .023 .005 .085 -.006 .028 .004 .079 -.003 .048 .002 .054 0 .038 O .065 .004 .029 0 .077 O .039 O .066 -.009 .041 -.01 .062 -.005 .04 .004 .079 .01 .036 .011 .069 .006 .037 -.004 .052 -.008 .035 .005 .07 -.007 .028 .004 .079 -.004 .021 .003 .088 -.006 .028 .004 .08 -.013 .03 -.003 .076 .01 .029 .007 .089 .001 .026 .012 .082 -.002 .027 .001 .069 -.01 .03 .006 .076 -.008 .023 .005 .085 -.005 .016 .004 .094 -.007 .023 .005 .086 -.015 .025 -.002 .083 -.012 .025 .008 .095 0 .021 .013 .088 -.003 .022 .002 .075 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 71 1 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) 8561 8565 8566 8570 8571 8575 8576 8580 8581 8585 8586 8590 8591 8595 8596 8600 8601 8605 8606 8610 8611 8615 8616 8620 8621 8625 8626 8630 8631 8635 8636 8640 8641 8645 8646 8650 8651 8655 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044 01 z Shearfk] .001 .001 0 0 0 0 0 .006 -.004 .001 .001 -.004 .006 0 0 0 0 0 0 0 0 0 0 .006 -.007 0 0 -.006 .007 0 0 0 0 .001 001 0 0 0 0 0 0 .001 .001 .001 .001 .001 .001 0 0 0 0 0 0 0 0 Torque[k -ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y -y Momentfk...z -z Moment[k.. -.008 .035 .005 .07 -.007 .028 .004 .079 .004 .021 .003 .088 .006 .028 .004 .08 -.013 .03 -.003 .076 .01 .029 .007 .089 .001 .026 .012 .082 .002 .027 .001 .069 003 .032 .002 .027 O .023 O .038 .003 .014 -.001 .051 0 .023 O .04 .009 .026 -.01 .036 -.006 .025 .004 .053 .01 .021 .01 .043 006 021 004 026 -.002 .087 .003 -.027 .006 .141 008 108 -.002 .087 003 .027 004 .112 .005 -.065 .002 .087 .003 .027 -.005 .127 .007 088 .006 _146 .008 .117 005 .127 .007 -.088 002 .046 .002 .035 -.003 .069 004 007 -.002 .128 .004 -.089 -.002 105 002 -.061 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 72 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 8701 13 8705 8706 14 8710 8711 15 8715 8716 16 8720 8721 17 8725 8726 18 8730 8731 19 8735 8736 20 8740 8741 21 8745 8746 22 8750 8751 23 8755 8756 24 8760 8761 25 8765 8766 26 8770 8771 27 8775 8776 28 8780 8781 29 8785 8786 30 8790 8791 31 8795 8796 32 8800 8801 33 8805 8806 34 8810 8811 35 18815 18816 36 8820 8821 37 8825 18826 38 8830 88311 39 88351 18836 40 18840 Member Label M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 M38 Sec Axialfkl 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 5 1 5 1 5 1 5 5 .024 -.004 .67 .633 .002 -.026 .645 -.663 .059 .031 .81 .782 .051 .023 -.7 -.728 .063 .036 .548 .513 .046 .019 -.438 -.458 .07 .043 .821 .794 .062 .034 -.689 .716 .074 .047 .559 .524 .058 .03 -.427 -.447 .059 .031 .81 .782 .051 .023 .7 -.728 .063 .036 .548 513 .046 .019 -.438 -.458 v Shearfkl .035 -.019 .037 -.012 .042 -.012 .04 -.018 .041 -.013 .045 -.009 .057 .003 .053 0 .046 -.008 .047 -.002 .051 -.002 .05 -.007 .046 -.008 .05 -.004 .061 .008 .057 .004 .051 -.003 .052 .002 .056 .003 .055 -.002 .041 -.013 .045 -.009 .057 .003 .053 0 .046 -.008 .047 -.002 .051 -.002 .05 -.007 z Shearfkl -.004 .007 .001 .001 .005 .006 0 0 .001 .001 .001 .001 .001 .001 .001 .001 .002 .006 .002 .002 .004 -.004 0 0 .001 .001 .002 .002 .002 .002 .001 .001 -.002 .006 .002 .002 .005 -.003 0 0 .001 .001 .001 .001 .001 .001 .001 .001 -.002 .006 .002 _002 .004 -.004 0 0 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v -v Momentfk...z -z Momentfk... -.002 .015 -.006 .006 .002 -.009 .001 0 -.005 .006 -.006 .007 .005 .008 -.005 .006 -.005 .016 -.008 .009 -.005 -.002 -.003 .005 -.006 .007 -.007 .009 -.006 .009 -.006 .008 -.006 .017 -.009 .011 .006 0 -.004 .006 -.005 .006 -.006 .007 -.005 .008 -.005 .006 -.005 .016 .008 _009 -.005 -.002 .003 .005 .073 -.005 .087 -.035 .101 -.049 .087 -.019 .096 -.042 .114 -.063 .158 -.134 .141 -.113 .116 -.072 .127 -.094 .138 -.104 .128 -.082 .116 -.071 .133 -.092 .177 -.163 .16 -.142 .136 -.101 .146 -.123 .157 -.133 .147 -.111 .096 -.042 .114 -.063 .158 -.134 .141 -.113 .116 -.072 .127 -.094 .138 -.104 .128 -.082 abOptModified(v01) rid] Page 73 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 8841 41 8845 8846 42 8850 8851 43 8855 8856 44 8860 8861 45 8865 8866 46 8870 8871 47 8875 8876 48 8880 8881 1 8885 8886 2 8890 8891 3 8895 8896 4 8900 8901 5 8905 8906 6 8910 8911 7 18915 18916 8 8920 8921 9 18925 18926 10 8930 8931 11 18935 18936 12 8940 8941 13 8945 8946 14 8950 8951 8955 8956 8960 8961 17 8965 8966 18 8970 8971 19 8975 2 8980 Member Label M38 M38 M38 M38 M38 M38_ M38 M38 M3RA M38A M3RA M38A M38A M38A M38A M38A M38A M3RA M38A M3RA M38A M38A M3RA M38A M3RA M38A M38A M38A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axial[k] .013 -.003 1.014 998 .002 .015 .999 1.016 .019 002 665 .639 -.003 .02 -.65 .657 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .003 .003 003 -.007 -.003 -.003 003 007 0 0 0 0 0 0 0 0 v Shearfkl .013 -.02 018 -.014 033 .001 .028 -.004 .019 -.013 .021 -.006 .027 005 025 -.012 -.063 -.087 4 .425 -.063 -.087 175 2 -.063 -.087 -.316 34 -.4 -.424 -.316 34 063 -.087 -.063 -.088 .063 -.088 -.063 -.087 .063 -.087 -.063 -.087 -.063 -.088 -.063 087 -.316 .34 .316 -.34 -.316 .34 -.316 -.34 z Shearfk] 0 0 0 0 0 0 0 0 -.004 .007 0 0 .005 -.006 0 0 0 0 .004 -.004 0 0 -.002 -.002 0 0 -.003 .003 -.004 -.004 -.003 -.003 0 0 0 0 0 0 0 0 .002 .007 -.001 001 -.004 -.008 0 0 -.003 -.003 -.003 -.003 -.003 -.003 -003 -.003 Torque[k -ft] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002. .002 0 0 0 0 0 0 -.002 .002 -.002 -.002 -.002 -.002 001 .001 0 n 0 0 .001 .001 001 .001 0 0 0 0 0 0 .001 -.001 002 002 -.002 -.002 -001 -_001 v v Momentfk.. z z Momentfk_.. -.001 0 .002 .003 .001 .003 0 001 -.001 .014 005 005 -.001 -.01 002 001 0 -.002 .002 009 0 -.002 0 004 0 .002 002 007 002 008 002 -007 0 002 0 _nn2 0 001 0 .002 -.005 008 001 -.003 006 012 0 0 002 -.007 002 007 002 -.007 002 007 .011 .045 034 017 .093 -.078 07 -.05 .038 .005 052 024 .067 038_ 053 -.008 0 224 001 1.236 0 224 001 561 0 224 001 983 001 1.235 -.001 983 001 223 0 225 0 225 001 2 ?3 001 22.3 0 224 0 225 0 225 001 982 0 984 0 .984 -001 .982 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 74 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member Section Forces (Continued) LC 8981 21 8985 8986 22 8990 8991 23 8995 8996 24 9000 9001 25 9005 9006 26 9010 9011 27 9015 9016 28 9020 9021 29 9025 9026 30 9030 9031 31 9035 9036 32 9040 9041 33 9045 9046 34 9050 9051 35 9055 9056 36 9060 9061 37 9065 9066 38 9070 9071 39 9075 9076 40 9080 9081 41 9085 9086 42 9090 9091 43 9095 9096 44 9100 9101 45 9105 9106 46 9110 9111 47 9115 9116 48 9120 Member Label M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A M38A Sec 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 Axialfkl_ .002 .002 .002 -.005 -.002 -.002 .002 .005 0 0 0 0 0 0 0 0 .002 .002 .002 -.005 -.002 -.002 .002 .005 0 0 0 0 0 0 0 0 .002 .002 -.002 -.005 -.002 -.002 .002 .005 0 0 0 0 0 0 0 0 .003 .003 -.003 .007 -.003 -.003 .003 007 v -.316 -.34 -.316 -.34 -.316 .34 -.316 -.34 -.4 -.424 -.4 -.425 -.4 -.425 -.4 -.424 .4 -.424 -.4 -.424 .4 -.425 .4 -.425 -.316 -.34 .316 ,34 -.316 -.34 -.316 .34 -.316 -.34 -.316 -.34 -.316 -.34 -.316 -.34 -.037 -.052 -.038 -.053 -.038 -.053 -.037 -.052 -.037 -.052 -.038 -.052 -.038 -.053 -.038 -.052 z Shearfkl 0 .003 -.003 -.003 -.005 -.008 -.003 -.003 -.004 -.004 -.004 .004 -.003 -.003 .003 -.003 -.001 .002 .004 -.004 -.006 .009 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.003 -.003 0 .003 -.003 .003 -.005 -.008 .003 -.003 0 0 0 0 0 0 0 0 .003 .007 0 0 -.003 -.008 0 0 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameS Torauefk -ftl v -v Momentfk.. z -z Momentfk... -.001 -.001 .002 -.002 -.002 .002 .002 -.002 .002 .002 -.002 -.002 .002 -.002 -.002 .002 -.002 -.002 -.002 -.002 -.002 -.002 .002 -.002 -.001 -.001 -.002 -.002 .002 -.002 -.001 .001 .001 .001 -.002 -.002 -.002 -.002 .002 .002 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -.002 0 .002 -.008 .006 -.014 .001 -.006 .002 -.009 .002 -.009 .002 -.008 .002 -.008 -.002 0 .003 -.009 .006 -.016 .002 -.008 .002 -.007 .002 -.007 .002 .007 .002 -.007 -.002 0 .002 -.008 .006 -.014 .001 -.006 0 -.001 0 -.001 0 0 0 0 -.005 .009 0 -.002 .006 -.011 0 0 -.001 .982 .001 .983 0 .984 0 .983 -.002 1.235 -.001 1.236 -.001 1.236 -.002 1.235 -.002 1.235 -.001 1.235 -.001 1.236 -.001 1.236 -.001 .982 0 984 0 .984 -.001 .982 -.001 .982 -.001 .983 0 .984 0 .983 0 .134 0 .136 0 .136 0 .134 0 .134 0 .134 0 .136 0 135 abOptModified(v01).r3d] Page 75 i Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Hot Rolled Steel Design Parameters 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 1 2 3 4 5 6 7 8 9 10 11 12 Label M1 M3 M4 M6 M7 M9 M10 M8 M9A M10A M11 M13 M16 M19A M20A M21 M22 M23 M24 M25 M26 M27 M28 M27A M28A M29 M30_ M31 M32 M33 M34 M35 M36 M35A M36A M37 Shane Lengt... Lbyv[ft] Cols 8 Beams 7.75 Cols 8 Beams 8,75 Cols 8 Beams 7.75 Cols 8 Beams 8.75 Beams 2.5 Beams 2.5 C6X8.2 8.75 C6X8.2 3 C6X8.2 4.5 Beams 8.75 C6X8.2 8.75 Beams 2 Beams 2 Beams 2 Beams 2 Cols 4.5 Cols 4.5 Braces 6.364 Braces 6.364 Braces 11138 Braces 8.962 Braces 11138 Braces 8.962 Cols 4.5 Cols 4.5 Braces 7.75 Braces 1 8.75 Braces 1 7.75 C6X8.21 8.75 8.75 Braces 111.856 Braces 19.839 Braces 111.856 M38 Braces 19.839 M38A I C6X8.2 I 3 Member AISC ASD Steel Code Checks LC 1 2 3 4 5 6 7 8 9 10 11 12 Member M1 Shape W6X15 Lbzzfft] Lcomo to... Lcomp bot[ft] Kyy Kzz Cm -vv Cm -zz 8.75 8.75 8.75 Nov 5 2010 10:29 AM Checked By Cb v swayz sway Function Latera Latera Latera Latera Latera Latera Latera Latera Latera I atP ra L atera Latera Latera Latera Latera Latera Latera Latera I atera Latera Latera Later Latera Latera Latera Latera La I atera Latera Latera Latera Latera Latera Latera Latera Latera Latera UC Max Loc[...Shea...Loc[...Dir Fa[ksi] Ft[ksi] Fby[k...Fbz[k... Cb CmyCmz Eqn .015 8 .000 4 v 121.6341 30 133.387 30 2.31.8461.2131111-21 .032 8 .001 4 v 01.6341 30 133.387 30 1.9.16761.5251H1 -2 .015 8 .000 4 v 21.6341 30 133.387 30 2.31.8461.2131H1 -2 .024 8 .001 4 v 01.6341 30 133.387 30 2.31.7211.4071E11 21 .015 8 .000 4 v 01.634 30 133.387 30 2.31.846.2131H1 -21 .028 8 .001 4 v 121.634 30 03.387 30 2.0..L695.508IH1 -2 .034 8 .001 4 v 21.634 30 113.387 30 1.9..L6671- 521H1 -2 .028 8 .001 4 v 121.634 30 133.387 30 2.0..L6951.5081H1 -2 .011 0 .001 4 v 01.634 30 03.387 30 2.31.42 .3671H2 1 010 8 .001 4 v 01.634 30 03.387 30 2.31.882 .346I H2 -1 035 8 .000 4 v 01.634 30 03.387 30 1 1.6721.4291H1 1I 031 8 .000 4 v 01.634 30 '03.387 30 1 1.7561.407111111 RISA -3D Version 8.0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 76 er 1 1 s i LL a6ed [PEA (10A)Pa3!PoW3d0gelSaweidge0\qeo sJo1eJadp \oni S soIe3\ L-ZH158 *I10£'IE WIZ 169Z 921 9 1Z 8ZO'LL 9CL 800 I9L L L-ZH 98' IvL£1" Z'Z 9 169Z'9ZI 9'1.Z 8Z0'LL it SL £00• ISL L 1 98 ILLZ'IE Z 9 1..6169Z 9 4Z 8Z0 L4 1 911 600 19L 1. 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ESZ Z4 ZSZ 14 49Z 01. 09Z 6 6IZ 8 8VZ L LVZ 9 9IZ S 9VZ I VIZ E EVZ Z ZVZ 6W 1 1IZ 1317 0IZ LP 6£Z 917 8EZ SI LEZ Jegwaytj al (panul;uow s)loay3 apo3 laa ;S OSd DsI v JagwaLN •i8 Pe)loagj I poddng qe0 smoleaad() 09901 iegwnN qof LAW 6Z :01 8df JeuBbisaa 040Z 9 AON spnpoJd pooh )190J0 u99.10 Auedwo3 1 t Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member AISC ASD Steel Code Checks (Continued) 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 143 41 3 1 7 344 18 345 1 9 13 3 4 4 7 6 1 111 0 1348 LC Member 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 M8 W6X15 2 3 4 5 Shaoe UC Max .041 8 .000 .154 8 .002 .186 8 .002 .154 8 .002 .063 8 .000 .055 8 .000 .070 8 .000 027 8 .000 .061 8 .001 .061 8 .000 .023 6.417 .001 .026 14.917 .000 .170 8 .002 .164 8 .002 .137 8 .002 .143 8 .002 .172 8 .002 .172 8 .002 .143 8 .002 .144 8 .002 .2.02 8 .002 .196 8 .002 .169 8 .002 .175 8 .002 .705 8 .002 .205 8 .002 176 8 .002 .177 8 .002 .170 8 .002 .164 8 .002 .137 8 .002 .143 8 .002 .172 8 .002 .172 8 .002 .143 8 .002 144 8 _002 .046 8 .000 .039 8 .000 .003 8 .000 .011 8 .000 .044 8 .001 .043 8 .000 .006 4.5 .000 .010 14.083 .000 .085 14.375 .054 233 14.375 .155 .085 4.375 .054 .140 4.375 .091 .085 14.375 .054 196 4.375 .130 .237 14 375 157 .196 14.375 .130 .109 14.375 .069 061 13.464 .060 .C6Q 4 466 039 116 4 922 .09 Loc ...Shea... Loo it Fa Cb CmyCmz Eqn O R 30 133.387 30 11 0 v 121 634 30 133.387 30 11 0 v 121 634 30 133.387 30 1 1 O v 1.634 30 133.387 30 1 1 0 v 1.634 30 03.387 30 11 O _y_01 634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 O y 121.634 30 133.387 30 1 8 v 121.634 30 133.387 30 1 8 z 121 634 30 133.387 30 1 0 v121.634 30 133.387 30 1 O v 121.634 30 03.387 30 1 O v 121.634 30 133.387 30 1 0 y 121.634 30 133.387 30 1 0 v 121 634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 8 v 21.634 30 133.387 30 1 O v 121.634 30 03.387 30 1 0 v 121.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 O v 121.634 30 133.387 30 1 8 v 01.634 30 133.387 30 1 O v 121.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 0 v 121 634 30 03.387 30 1 0 v 121 634 30 133.387 30 1 0 v 01.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 O v 121.634 30 133.387 30 1 8 v 21.634 30 03.387 30 1 O v 121.634 30 133.387 30 1 O v 121.634 30 133.387 30 1 0 v 121.634 30 133.387 30 1 0 v 121 634 30 133.387 30 1 O y 121.634 30 133.387 30 1 O v121.634 30 133.387 30 1 O v 121.634 30 133.387 30 1 75 8 v 121.634 30 133.387 30 1 8 z 121.634 30 133.387 30 1 O v 121.634 30 133.387 30 1 O v 121.634 30 03.387 30 1 0 V 16.18 21.6 126.259 21.6 1 0 1 21.6 126.259 21.6 1 O v 1 O y 16.18 16.18 21.6 21.6 126.259 126.259 21.6 21.6 1 O v 16.18 21.6 126.259 21.6 1 O 126.259 0 8 21.6 26.259 O v 16.18 21.6 126.259 0 2 126.259 O `t 2 126.259 0 1• 21.6 126.259 126.259 Nov 5 2010 10:29 AM Checked By 21.6 1 .229 1.6 1 .229 .238 21.6 fl .336 x .316 I .61.61H111 .6 .6 IH1 11 .6 .6 1 1 .6I.61H1 1 .6I.61H1 .6 .6 1 H1 1 .6 .6 1H1 1 .6 .6 1 111 1 .6 .851H1 1 .88.6655 .6 1 111 1 .85H1 1 .6 H1 1 .6 .6 H1 .61H11 .6 .6 1 H1 1 .6 .6 1 H1 .6 .851 H1 1 .85 .6 1H1 1 .6 .851H1 1 .85 .6 1HI 1 6 .61H1 .6 .6 1 H1 1 .6 .6 1 111 1 .6 .6 1 H1 1 .6 .851H1 1 .85 .6 IH1 1 .6 .851 H1 1 .85 .6IH11 .6 .6 1 H1 1 6 .61H11 .6 .6 1 H1 1 .6 .6 IH1 1 6 .8.51H1 -1 .85 .6 IH1 -1 .6 .8.51 H1 -1 85 .6 I H1 1 6 .6I 6 .61111 6 .61H1 .6 IH1 6 .851111 2 _85 _6 1H11 1 .6 111 1 .85 .6 .851 1111 1 262.851 H1 -2 227 .881111-2 262.851 H1 -2 241 85IH1 -2 262 _851111 -2 .229 I H1 -2 11 851 851 H1 -2 1 -2 IH1 -2 H1 -2 111 -2 IH1 -2 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 82 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member AISC ASD Steel Code Checks (Continued) LC Member 349 13 350 14 351 15 352 16 353 17 354 18 355 19 356 20 357 21 358 22 359 23 360 24 361 25 362 26 363 27 364 28 365 29 366 30 367 31 368 32 369 33 370 34 371 35 372 36 373 37 374 38 375 39 376 40 377 41 378 42 379 43 380 44 381 45 382 46 383 47 384 48 385 1 M9A 386 2 387 3 388 4 389 5 390 6 391 7 392 8 393 9 394 10 395 11 396 12 397 13 398 14 399 15 400 16 401 171 402 181 403 191 404 201 Shane W6X15 UC Max Locf... Shea ...Locf...Dir Fafksil Ftfksil Fbvfk...Fbzfk..- Cb CmvCmz Eon .109 4.375 .068 0 v 116.18 21.6 126.259 21.6 1 .851.851H -21 .088 4 193 .066 0 v116.18 21.6 126.259 21.6 1 .2171.851111 21 .063 4 466 .040 0 v116.18 21.6126.259 21.6 1 .851.851H .082 14 648 .051 8.75 v 116.18 21.6126.259 21.6 1 .2261.851111 2 .214 14.375 .141 0 v116_18 21.6 126.259 21.6 1 .2241.851111 -2 .175 4 102 .134 0 v116.18 21.6 126.259 21.6 1 .2261.851H1 -2 .177 14.375 .118 0 v 116.18 21.6126.259 21.6 1 .2351.851 H1 2 .219 14.74 .153 8.75 v 116.18 21.6 126.259 21.6 1 .2331.851H1 2 .214 4.375 .140 0 v 116.18 21.6 126.259 21.6 1 .851.851H1 2 .198 4.284 .139 0 v 116.18 21.6 126.259 21.6 1 .221.851H1-2 .180 4 648 .119 0 v 116.18 21.6126.259 21.6 1 .851.851 H1 2 .194 4 466 .121 8.75 v 116.18 21.6126.259 21.6 1 •2581.851H1 -2 .256 4.375 .169 0 v 116.18 21.6 126.259 21.6 1 .2241.851H1 2 .216 4 193 .162 0 v 116.18 21.6 126.259 21.6 1 .2261851H 2 .219 4.375 .146 0 v 116.18 21.6 126.259 21.6 1 .2331.851111 2 .261 14.74 .179 8.75 v116.18 21.6 126.259 21.6 1 .2321.851H1 2 .255 4.375 .168 0 v 16.18 21.6 126.259 21.6 1 .851.851111 -2 .240 4.375 .166 0 v 16.18 21.6 126.259 21.6 1 .2211.851H .221 4.648 .147 0 v116.18 21.6 126.259 21.6 1 .851.851H 2 .235 4.466 .148 0 v 116.18 21.6 126.259 21.6 1 2481.851111 2 .214 4.375 .141 0 v 116.18 21.6 126.259 21.6 1 2241.851H1 2 .175 14 102 .134 0 v 116.18 21.6 26.259 21.6 1 2261.8511 11 2 .177 14.375 .118 0 v116.18 21.6 26.259 21.6 1 .2351.851H1-2 .219 14.74 .153 18.75 v 116.18 21.6 26.259 21.6 1 2331.851H1-2 .214 4.375 .1401 0 v116.18 21.6 26.259 21.6 1 .851.851H1 2 .198 4.284 .1391 0 v 116.18 21.6 26.259 21.6 1 .221.851H1 -2 .180 4 648 .1191 0 v 116.18 21.6 26.259 21.6 1 .851.85IH1 -2 .194 4 466 .121 18.75 v116.18 21.6 26.259 21.6 1 .2581.851111 .075 4.375 .0481 0 v116.18 21.6 26.259 21.6 1 .2161.851H1 2 .032 12 826 .039 1 0 v 116.18 21.6 26.259 21.6 1 .2281.851H1 .026 4 466 .017 I 0 v116.18 21.6 26.259 21.6 1 .4791.851111 -2 .084 15.104 _073 18.75 v116.18 21.6126.259 21.6 1 .4161.851111 -2 .075 4.375 .0461 0 v 116.18 21.6 126.259 21.6 1 .851.851111-2 .054 4.01 .045 I 0 v 116.18 21.6 26.259 21.6 1 .2121.851111 -2 .029 4.557 .0191 0 v 116.18 21.6 26.259 21.6 1 .851.851111 -2 .048 4.74 .030 18.75 v 116.18 21.6 26.259 21.6 1 .2131.851H1 -2 .022 0 .004 1.859 v 120.558 21.6 126.259123.464 1.59 .6951.851 H2 -1 .103 0 .014 11.25 z 120.558 21.6 26.25923.464 1 4...9041.851H2-1 .022 0 .004 1.859 v 0.558 21.6 26.25923.4641.59.6951.851112 1 _027 0 _004 0 v 0.558 21.6126.259123.464 1.5.. 8511.851112 1 .022 0 .004 .859 v 120.558 21.6 126.259123.464 1.59 .6951.851 H2-1 .078 0 .010 11.12 v 120.558 21.6 26.25923.4641 4 .18911.851112 1 .091 0 .01211 1461v 120.558 21.6126.259123.464 1 4.1.9091.851H2 .078 0 .010 11.12 v 120.558 21.6126.25923.464 1 4 .18911.851112 1 .034 0 .006 11.25 z 20.558 21.6126.259123.464 1.5.16461.851112A .019 0 .003 I .26 v 120.558 21.6126.259123.464 1.5.1.7271.851 H2 -1 .011 0 .002 I 0 v 120.558 21.6126.259123.464 1 771.4951.851H2-1 .033 0 .008 11.25 z 20.558 21.6 126.25923.4641.6..1 .6 1, 85412 -1 .032 0 .006 11.25 z 120.558 21.6 26.259123.464 1.541.8681.851112 -1 .037 0 .005 11.224 z 120.558 21.6 126.259123.464 1.5.1.85 1.851 H2 1 .012 0 .0031 0 v 120.558 21.6 126.259123.464 1.6.1.3761.851H2-1 .033 0 .004 11 198 z 120.558 21.6 126.259123.46411.631.851.851H2 .074 0 .010 11.094 v 20.558 21.6 26.25923.46411 4 .1.8271.851H2-1 .089 0 .013 11.25 z 20.558 21.6 26.25923.46411 4.1.8731.851 112 -1 .082 0 .012 11.25 z 120.558 21.6126.259123.464114_9871.851112-1 .066 0 .00811042 v 20.558 21.6 26.25923.46411 4 ..9171.851 112 -1 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 83 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member AISC ASD Steel Code Checks (Continued) 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 LC Member 211 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 M10A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Shape W6.X15 Nov 5 2010 10:29 AM Checked By UC Max Loc[.. Loc ...Dir Fa ksi Ft ksi Fb k...Fbz k. Cb Cm Cmz E. n .074 0 ,010 11 094 v '0.558 21.6 +6.259 +3.4641 45.994 .85 H2 -1 .082 0 .010 11.12 v 120.558 21.6 126.259123.46411 4.1.851.851 H2 -1 .082 0 .012 11.25 z 120.558 21.6 126.259123.46411 461.781.851112 1 .089 0 .011 11.25 z 120.558 21.6 126.259123.46411 4.1.851.851 H2 1 .088 0 .011 11.12 v 120.558 21.6 26.259123.4640 441.8491.851H2-1 .103 0 .015 11.25 z 120.558 21.6 126.259123.46411 4.1.8911.85 H2 1 095 0 .014 11.25 z 120.558 21.6 26.259123.46411 4.1.9911.85 H2 1 .080 0 .010 11.094 v 120.558 21.6 126.259123.46411 4.1.9321.85 H2 1 .087 0 .011 11.12 v 120.558 21.6 26.259123.46411 4..1.9941.85 H2 -1 .094 0 .012 11 146 v 120.558 21.6 126.259123.464111 4.1.851.851 H2 1 095 0 .014 11.25 z 20.558 21.6 26.25923.46411 4.1817 .851H2-1 .102 0 .013 11.25 z 20.558 21.6 26.25923 46411 4 .1.85 .851 H2 1 .074 0 .01011 094 v 20.558 21.6 26.25923.46411 4.1.8271.851 H2 -1 .089 0 .013 11.25 z 20.558 21.6 26.259123.46411 4 .1.8731.851H2 1 .082 0 .012 11.25 z 120.558 21.6 126.2594.46411 4.1.9871.851H2 -1 .066 0 .008 11 042 v 20.558 21.6 26.259123.46411 4.1.9171.851 H2 -1 .074 0 .01011094 V120.558 21.6 26.25923.46411 451.9941 .85 I H2 -1 .082 0 .010 11.12 v 120.558 21.6 26.259123.46411 4 4.851.851H2-1 .082 0 .012 11.25 z 120.558 21.6 26.259123.46411 461.781.851112 1 .089 0 .011 11.25 z 20.558 21.6 126.25923.46411 4 .1.851.851H2 1 .025 0 .005 11.25 z 120.558 21.6 x26.25923.46411 4.1.6371.851 H2 -1 .017 0 .003 1.938 v 120.558 21.6 26.259123.46411 547361.851H2 1 .008 0 .001 1.443 v 120.558 21.6 126.259123.46412.1 .1.5711.851 H2 -1 .025 0 .006 11.25 z 120.558 21.6 26.25923.46411 7 .1.9051.851 H2 -1 .023 0 .004 11.25 z 120.558 21.6 26.25923.46411.5.17911.851H2-1 .029 0 .003 11 198 z 120.558 21.6 26.2590.46411.5.. .851.85I H2 -1 .007 0 .001 1.078 v 20.558 21.6 26.25923.46411.8....5 1.851 H2 1 024 0 .002 11 172 z 20.558 21.6 126.259123.46411 6..E_851.85IH2 -1 034 0 .008 1.052 v 20.558 21.6 26.259123.46411 4.17911.851H2 1 .207 0 .043 1.391 v 20.558 21.6 26.259123.46411 4 .1.7891,851 H2 -1 _034 0 .0081.052 _v_120.558 21.6 26.25923.46411 4..791 .851H2 -1 0 .061 .0181 0 v 120.558 21.6 26.25923.46411 4.785.851H2 -1 .034 0 .008 1.052 v 20.558 21.6 26.25923.46411 4.1.7911.851 H2 -1 .160 0 .034 1.286 v x20.558 21,6 6.259123.46411 4.17891.851 H2 -1 .192 0 .041 1.234 v 20.558 21.6 26.25923.46411 4.17871.85 H2 -1 160 0 .0341_286 v 20.558 21.6 26.25923.46411 4.1.7891.85 H2 1 .044 0 .009 1.703 v 20.558 21.6 26.25923.46411 4..1.641.851 H2 -1 .027 0 .007 1 0 v 120.558 21.6 26.25923.46411 4 .1.8731.851 112 -1 .026 0 .007 1 0 v 20.558 21.6 126.259123.46411.548771.851112-1 .040 0 .008 1.651 v 20.558 21.6 26.25923.46411 4.1.6811.851 H2 -1 .046 0 .009 1.677 V120.558 21.6 26.25923.46411 4.1.9111.851 H2 -1 .047 0 .008 1.313 v 20.558 21.6 26.259123.46411 4.1.851.851 H2 1 .025 0 .007 1 0 it 120.558 21.6 126.25923.46411.5.1423 _851H2 -1 .045 0 .008 I 0 v 20.558 21.6 126.259123.46411 4 .1.85 .851H2-1 .155 0 .034 1.104 v 120.558 21.6 126.25923.46411 4.L7491.851 H2 -1 .166 0 .034 1.417 v 120.558 21.6 26.25923.46411 4.18071.851 H2 -1 .165 0 .034 1.443 V120.558 21.6 26.25923.46411 4..18361.851 H2 -1 154 0 .034 1 x20.558 21,6 26.25923.46411 4 7 1 H2 -1 157 0 .0341 13 I v 20.558 21.6 26.25923.46411 4. 856 .851 H2 -1 .162 0 .034 I .26 1 v 120.558 21,6 126.259x23.46411 47 I H2 -1 .163 0 .034 1.4171 v 20.558 21.6 26.25923.46411 4...72 .8511H2 -1 _172 0 .034 1.3391 v 20.558 21_6126.259123.464114.. _85 .851H2 1 .186 0 .042 1.0781 v 120.558 21.6 126.25923.46411 4.1,754 .851 H2 -1 .197 0 .042 1.3391 v 20.558 21.6 26.25923.46411 4.1.802.851 H2 -1 .197 0 .042 1.3651 v 120.558 21.6 26.259123.46411 4..1.825.85 H2 -1. .186 0 041 1 1041 y 120.558 21.6 26.25923.46411 4 1771 .85 H2 -1 RISA 3D Version 8.0 3 [TA. \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 84 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member RISC ASD Steel Code Checks (Continued) LC Member 461 29 462 30 463 31 464 32 465 33 466 34 467 35 468 36 469 37 470 38 471 39 472 40 473 41 474 42 475 43 476 44 477 45 478 46 479 47 480 48 481 1 M11 482 2 483 3 484 4 485 5 486 6 487 7 488 8 489 9 490 10 491 11 492 12 493 13 494 14 495 15 496 16 497 17 498 18 499 19 500 20 501 21 502 22 503 23 504 24 505 25 506 26 507 27 508 2 509 29 510 30_ 511 31 513 133 511 5 135 1 516 36 Shane C6X8.2 UC Max Loci... Shea_..Locf...Dir Fafksil .188 1 0 .042 1.10411/120.558 .193 0 .041 1.2081 v 120.558 .195 0 .042 1.3651 v 120.558 .203 0 .042 1.2861 v 120.558 .155 0 .034 1.1041v 120.558 .166 0 .034 1.417 v 120.558 .165 0 .034 1.443 v 120.558 .154 0 .034 1.156 v 120.558 .157 0 .034 1 .13 v 120.558 .162 0 .034 I .26 v120.558 .163 0 .0341.417 v 120.558 .172 0 .034 1.339 v 120.558 .031 0 .006 1.833 v120.558 .019 0 .0041 0 v120.558 .018 0 .0041.052 v 120.558 .027 0 .005 1.781 v 120.558 .032 0 .006 1.833 v 120.558 .034 0 .005 1.443 v 120.558 .018 0 .004 I 0 v 120.558 .031 0 .005 I 0 v 120.558 .075 14 375 .010 I 0 v 13.911 .444 14 466 .061 1 0 v13.911 .075 14.375 .010 0 v13.911 .168 4.375 .023 0 v13.911 .075 14.375 .010 0 v 13.911 .352 14 466 .048 0 v 13.911 .422 4 4661 .058 0 v 13.911 .352 4 4661 .048 0 v13.911 .078 14.375 .010 0 v 13.911 .073 14 375 .010 0 v 13.911 .073 14 466 .010 0 v 13.911 078 14.466 .010 0 v 13.911 .079 4.375 .010 0 v 13.911 .076 14 648 .010 0 v 13.911 078 4 466 .010 0 v 13.911 .075 4 193 .010 0 v 3.911 .354 4.466 .048 0 v 3.911 .350 4 466 .048 0 v 13.911 .350 14 466 .048 0 v 13.911 .354 14 466 .048 0 v 13.911 .355 4.375 .048 0 v13.911 .353 4.466 .048 0 v 13.911 .354 14 466 .048 0 v 13.911 .352 14.375 .048 0 v 13.911 .423 14.466 .058 0 v 13.911 .420 4 466 .058 0 v13.911 .420 14.466 .058 0 v 13.911 .424 14 466 .058 0 .424 4.375 .058 I 0 v 13.911 .422 4.466 .058 I 0 .423 4.466.0581 0 v .421 14.375 0581 0 y .354 14 466 .048 I 0 v .350 4 466 •048 1 0 y .350 4 466 .048 I 0 v .354 14 466 .048 1 0 21.6 1 27 3.911 3.911121.6 27 3.911 21.6 27 3.911 21.6 27 3.911 21.6 27 3.911 21.6 27 Ftfksil Fbvfk...Fbzfk... 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Cb Cm Cmz E• n .022 4.831 .011 0 v 16.18 21.6 +6.259 21.6 1 .313.85 H2 -1 095 4 831 .048 0 v 116.18 21.6 126.259 21.6 1 .3241.851H1-2 112 14 922 .058 0 v 116.18 21.6 *259 2.1.6 1 .3181.851111-2 _095 4 831 .048 0 v 116.18 21.6 *259 21.6 1 .3241.851 H1 -2 .022 6.013 .011 0 v116.18 21.6 126.259 21.6 1 .2581.851H2-1 021 15.013 .011 0 v116.18 21.6 126.259 21.6 1 .281.851H 021 4 922 .011 0 v 16.18 21.6 126.259 21.6 1 .4431.851 H1 -2 .022 4.922 .011 0 v 16.18 21.6 126.259 21.6 1 .4931.851H2-1 .023 4.831 .011 0 v 116.18 21.6 126.259 21.6 1 .851.851H1 2 .025 16.016 _011 0 v 116.18 21.6 126.259 21.6 1 .2071.851112 -1 .023 4.922 .011 0 v 116.18 21.6 126.259 21.6 1 .851.851112 1 .024 15.924 .011 0 v 116.18 21.6 126.259 21.6 1 .2061.851 H1 -2 .095 4.831 .048 0 v 116.18 21.6 126.259 21.6 1 .3121.851 H1 2 .095 14 831 .048 0 v 116.18 21.6 (26.259 21.6 1 .3151.851H1 2 .095 4 831 .048 0 v 116.18 21.6 126.259 21.6 1 .3371.851 H1 2 .095 14 831 _048 0 v 116.18 21.6 126.259 21.6 1 .3341.851 H1 2 .096 4 831 .048 0 v 116.18 21.6 126.259 21.6 1 .851.851 H1 2 .096 15.195 .048 0 v116.18 21.6 126.259 21.6 1 .2351_851H1 2 .096 14.922 048 0 v116.18 21.6 126.259 21.6 1 .851.851H1 2 096 15.013 048 0 y 16.18 21.6 126.259 21.6 1 .2661.851H1 2 113 4.831 .058 0 v 16.18 21.6 126.259 21.6 1 .3091.851H1 2 112 4.831 058 0 v 116.18 21.6 126.259 21.6 1 .3121.851H1 -2 .112 4.922 .058 0 v 116.18 21.6 126.259 21.6 1 .3291.851H1 2 .113 14 922 .058 0 v 116.18 21.6 126.259 21.6 1 .3271.851 H1 -2 .114 4.831 .058 0 v 116.18 21.6 126.259 21.6 1 .851.851 H1 2 -114 15.195 .058 0 v 116.18 21.6 126.259 21.6 1 .2391.851111 2 .113 15.013 .058 0 v116.18 21.6 126.259 21.6 1 .851.851 H1 -2 .114 15.013 058 0 v 116.18 21.6 126.259 21.6 1 .2851.851H1-2 .095 4.831 .048 0 v 116.18 21.6 126.259 21.6 1 .3121.851 H1 2 .095 4.831 .048 0 v116.18 21.6 126.259 21.6 1 .3151.851H1 -2 095 4.831 .048 0 v116.18 21.6 *259 21.6 1 .3371.851 H1 -2 .095 4.831 .048 0 v 116.18 21.6 126.259 21.6 1 .3341.851111 -2 .096 4.831 .048 0 v 16.18 21.6 126.259 21.6 1 .851.851H1-2 .096 6.195 .048 0 v 16.18 21.6 126.259 21.6 1 .2351.85 H1 -2 .096 4.922 .048 0 v 116.18 21.6 126.259 21.6 1 .851.85 H1 -2 096 15.013 048 0 v 116.18 21.6 126.259 21.6 1 .2661.851 H 1 2 .013 15.013 .007 0 v 116.18 21.6 126.259 21.6 1 .2361.851H2-1 .013 15.013 _007 0 v 116.18 21.6 126.259 21.6 1 .2691.851H1 -21 _013 4.922 .007 0 v 116.18 21.6 *259 21.6 1 .6 .851H1 -21 .013 14 922 .007 0 v 116.18 21.6 126.259 21.6 1 .6 .851 H2 1 .015 4.831 .007 0 v 116.18 21.6 126.259 21.6 1 .85 .851H1 -2 .018 I 0 .007 0 v 116.18 21.6 126.259 21.6 1 .205 .851H1-2 .014 4.922 .007 0 v 116.18 21.6 126.259 21.6 1 1.85 .851112 -1 .017 I 0 .007 0 v 116.18 21.6 126.259 21.6 1 1.204.851112 -1 .073 4.375_010 0 _y_13.911 21.6 27 12.544 1 .6 1H1 -3 .455 4.375 .060 0 v 13.911 21.6 27 12.544 1 263.851H1 -3 .073 4.375 .010 0 v 13.911 21.6 27 12.544 1 I .6 .851 H1 -3 .168 4.375 .022 0 v 13.911 21.6 27 12.544 1 .6 .851H1 -3 .073 14.375 .010 0 v 13.911 21.6 27 12.544 1 .6 .85 H1 -3 .360 4.375 .048 0 v13.911 21.6 27 12.544 1 1.262.85 H1 -3 .431 4.375 .057 0 j_13.911 f 21.6 27 12.544 1 26 1H1 .360 4.375 .048 0 v 13.911 21.6 27 12.544 1 262.851H1 -3 .073 4.375 010 0 v 13.911121.6 27 12.544 1 I .6 1 -3 .073 4.375 .010 0 y 3.911 21.6 27 12.544 1H1-3 6 .85 .073 4.375 .010 0 v 3.911 21.6 27 12.544 1 1+: f ..6 1.851111 -3 .073 14.375 .010 0 v 13.911121.6 127 12.544 1 I .6 1.851H1 -3 RISA 3D Version 8 0 3 [T \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 88 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member AISC ASD Steel Code Checks (Continued) LC Member 685113 686114 687 1 15 688116 689117 690118 691 1 19 692 20 693 21 694 22 695 23 696 24 697 25 698 26 699 27 700 28 701 29 702 30 703 31 704 32 705 33 706 34 707 35 708 36 709 37 710 38 711 39 712 40 713 41 714 42 715 43 716 44 717 45 718 46 719 47 720 48 721 1 M21 722 2 723 3 724 4 7251 5 7261 6 7271 7 728 8 729 9 730 10 731 11 732 12 733 13 734 14 735 15 736 16 737 17 738 18. 73919 740 20 Shane W6X15 UC Max Locf...Shea...Lad...Dir Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Eon .075 43751 _010 0 v 13.911 21.6 27 12.544 1 .851.851H1 -31 .074 14 5571 .010 0 v 13.911 21.6 27 12.544 1 .2031.851H1 .078 14.37 .010 0 v 13.911 21.6 27 12.544 1 .851.851H1 -2 .073 14.284 .010 0 v 13.911 21.6 27 12.544 1 .2031.851H1 3 .360 375 .048 0 v 13.911 21.6 27 12.544 1 .2571.851H1 3 .359 14 .375 .048 0 V13.911 21.6 27 12.544 1 .2571.851H1 3 .359 14.375 .048 0 v 13.911 21.6 27 12.544 1 .2691.851H1-3 .360 4.375 .048 0 v 13.911 21.6 27 12.544 1 .269.851H1 -3 .361 14.375 .048 0 v 13.911 21.6 27 12.544 1 .85 .851 H1 -3 .360 14466 .048 0 v 13.911 21.6 27 12.544 1 .2151.851H1 -3 .363 14375 .048 0 v13.911 21.6 27 12.544 1 .851.851H1 -3 .360 4.375 .048 0 v 13.911 21.6 27 12.544 1 .2261.851H1 -3 .431 14.375 .057 0 v13.911 21.6 27 12.544 1 .2551.851 H1 .430 4.375 .057 0 v 13.911 21.6 27 12.544 1 .2561.85 H1 3 .430 14.375 .057 0 v13_911 21.6 27 12.544 1 .2651.85 H1 -3 .431 14.375 .057 0 v 13.911 21.6 27 12.544 1 .2641.851H1 .432 14.375 .057 0 v 13.911 21.6 27 12.544 1 .851.851H1 3 .431 4.375 .057 0 v 13.911 21.6 27 12.544 1 .2171.851H1 -3 .434 14.375 .057 0 v 13.911 21.6 27 12.544 1 _851.851H1 -3 .431 4.375 .057 0 v 13.911 21.6 27 12.544 1 .2341.851H1 -3 .360 4.375 .048 0 v 13.911 21.6 27 12.544 1 .2571.851H1 3 .359 4.375 .048 0 v13.911 21.6 27 12.544 1 •2571.851H1 3 .359 4.375 .048 0 v 13.911 21.6 27 12.544 1 2691.851 H1 3 .360 14.375 .048 0 v 13.911 21.6 27 12.544 1 .2691.851H1 3 .361 4.375 .048 0 v 13.911 21.6 27 12.544 1 .851.851H1 -3 .360 14 466 .048 0 v 13:911 21.6 27 12.544 1 .2151.851 H1 -3 .363 4.375 .048 0 v 13.911 21.6 27 12.544 1 .851.851H1 -3 .360 4 375 .048 0 v13.911 21.6 27 12.544 1 2261.851 H1 3 .044 14 375 .006 0 v13.911 21.6 27 12.544 1 .6 1.85 I H 1 3 .044 4.375 .006 0 v13.911 21.6 27 12.544 1 .6 1.851H1 -3 .044 4.375 .006 0 v13.911 21.6 27 12.544 1 .6 1.851H1 -3 .044 14.375 .006 0 v 13.911 21.6 27 12.544 1 .6 1.851H1 .046 4.375 .006 0 V 13.911 21.6 27 12.544 1 .851.851H1 -3 .044 14 648 .006 0 v 13.911 21.6 27 12.544 1 .2021,85IH1 -3 .048 4.375 .006 0 v 13.911 21.6 27 12.544 1 .851.851 H1 2 .044 14102 .006 0 v 13.911 21.6 27 12.544 1 .2011.851H1 -3 .047 2 .009 1 125 v 20.803 21.6 126.25923.4641 4 .i. 5741.85I H2-1 .271 2 .051 1.021 v 20.803 21.6 2 6.25923.464 1 4 ..5981.851H2-1 .047 2 .009 1 125 v 120.803 21.6 126.259123.464 1 4 .1.5741.851 H2 -1 .108 2 .020 1.063 v 120.803 21.6 26.25923.4641 4 16471.85 H2 1 .047 2 .009 1 125 y 20.803 21.6126.259123.464 1 4 1.5741.861H2-1 .215 2 .041 1.021 v 20.803 21.6 26.25923.4641 451.5961.851 H2 -1 .261 2 .049 1 .021 v 0.803 21.6 126.25923.4641 4 .x.6171.851 H2 1 .215 2 .041 1.021 v 0.803 21.6 26.25923.4641 451.5961.851 H2 -1 .049 2 .009 1 125 v 20.803 21.6 26.25923.4641 4 1.6691.851H2 .046 2 .009.11 146 v 20.803 21.6 26.25923.4641 481.5361.851H2 -1 .047 2 .009 11 146 v 20.803 21.6126.25923.464 1.5.1.3371.861 H2 -1 .049 2 .009 11 125 v 20.803 21.6 26.25923.4641 41.6251.851H2 -1 .049 2 .009 11 125 v 20.803 21.6 26.25923.4641 441.5641.851 H2 1 .056 2 .009 11 125 v 20.803 21.6 26.25923.4641 4.1..851.851 H2 -1 .046 2 .009 11 146 v 20.803 21.6 26.25923.4641.5..1. 1.851H21 .056 2 .009 11 125 v 20.803 21.6 26.25923.4641 4 .1..851.851 H2 -1 .216 2 .04011 021 v 20.803 21.6 26.25923.4641 41.6191.861H2-1 .214 2 .04011 021 v 20.803 21.6 26.25923.4641 451.5871.861H2-1 .215 2 .041 11 021 v 120.803 21.6 26.25923.4641 4.1..5681.851 H2 -1 .216 2 .04111 021 v 20.803 21.6 26.25923.4641 4 .16061.851H2-1 RISA 3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 89 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member A /SC ASD Steel Code Checks (Continued) LC Member 741 21 742 22 743 23 744 241 745 251 746 261 747 27 748 28 749 29 750 30 751 31 752 32 753 33 75434 755 35 756 36 757 37 758 38 759 39 760 40 761 41 762 42 763 43 764 44 765 45 766 46 767 47 768 48 769 1 M22 770 2 771 3 772 4 773 5 774 6 775 7 776 8 777 9 778 10 77911 780 12 781 13 782 14 783 15 784 16 785 17 786 18 787 19 788 20 789 21 790 791 23 F 794 126 795 127 796 128 Shane W6X15 UC Max .216 .222 .214 .222 .262 .259 .260 _262 .261 .267 .260 .267 .216 .214 .215 216 .216 222 .214 .222 _030 027 .028 .030 .030 037 .027 037 .040 .247 .040 .094 .040 .196 .236 196 .039 041 .040 .039 .040 .040 .040 .041 .195 .196 .196 .195 .196 .195 .195 196 .236 .237 237 236 Loc[... Shea. ..Loc[...Dir Fa[ksi] Ft[ksi] Fby[k...Fbz[k... Cb CmyCmz Eqn 2 .040 11 021 v 20.803 21.6 26.25923.46411 4.1.5891.85I H2 -1 2 .041 11.021 v 20.803 21.6 26.25923.46411 4. _851.851112 1 2 .041 11 021 v 20.803 21.6 126.25923.46411 4 ..6071.851 H2 1 2 .040 11 021 v 20.803 21.6 126.25923.46411 4 I.851.851 H2-1 2 _049 11 021 X20.803 21.6 126.25923.46411 4 .!635 H2 2 .04911 021 v 20.803 21.6 126.25923.46411 4.609 .851 H2 1 2 .049 11 021 v 20.803 21.6 26.25923.46411 4.1.5961.851 H2 1 2 .049 11 021 v 20.803 21.6 26.25923.46411 4 .1.6261.851 H2 1 2 .049 11 021 v 20.803 21.6 26.25923.46411 4 .1.6081.851H2-1 2 _049 11 021 v 20.803 21.6 126.259123.46411 4 .11.85 .851 H2 1 2 .049 I1 021 v 20.803 21.6 26.25923.46411 4 .1631 .851112-1 2 .049 11 021 v 20.803 21.6 26.25923.46411 4.1..85!.851 H2 1 2 .040 11 021 v 20.803 21.6 26.25923.46411 4.1.6191.851 H2 1 2 040 11 021 v 20.803 21.6 26.25923.46411 451.5871.851H2 1 2 .041 11 021 jL20.803 21.6 26.25923.46411 4 .568 .851H2 2 _041 11 021 v 20.803 2.1.6 126.25923.46411 4 ..606.851 H2 -1 2 .04011 021 v 20.803. 126.25923.46411 4.1.5891.851 H2 -1 2 .041 11 021 v 20.803 21.6 26.25923.46411 4.1,851.851H2 1 2 .041 11.021 v 20.803 21.6 26.25923.46411 4.4.6071.851H2-1 2 .040 11.021 v 20.803 21.6 26.25923.46411 4.1.851.851 H2 1 2 .005 1 1 Z 120.803 21.6 126.259123.46411.3.17051.851H2-1 2 .005 11 146 v 20.803 21.6 26.25923.46411 4 1.5141.851H2-1 2 .00611 146 V 20.803 21.6 26.25923.46411 5..1.4071.851 H2 1 2 .006 11 125 v 20.803 21.6 26.25923.46411 4.1.6691.851 H2 1 2 .005 1 1 z 20.803 21.6 26.25923.46411 4 .1.5621.851H2-1 2 _006 11 125 v 20.803 21.6 26.25923.46411 4 .11.851.851 H2 -1 2 .006 11 146 v 20.803 21.6 26.25923.46411.5-1.5291.851H2 1 2 .005 1.979 z 20.803 21.6 26.25923.46411 4 .L.851.85I H2 1 0 .012 1.854 v 20.803 21.6 26.25923.46411 751.6221.851H1 -2 0 .070 1.979 v 20.803 21.6 26.25923.46411 751.621.851H1-2 O .012 11.854 v 20.803 21.6 26.25923.46411 751.622 .851H1 -2 O .027 1.938 v 20.803 21.6 26.25923.46411 751.625 .851H1-2 O .012 1.854 v 20.803 21.6 26.25923.46411 751.6221.851 H1 -2 0 .056 1.979 v 20.803 21.6 26.25923.46411 751.621.851H1 -2 O .067 1.979 v 20.803 21.6 26.25923.46411 751.6221.851H1 -2 O _056 1.979 v 20.803 21.6 26.25923.46411 751.621.851H1 -2 O .012 1.854 v 20.803 21.6 26.25923.46411 75.6441,851 111 -2 0 .012 1.854 v 20.803 21.6 26.25923.46411 75.6331.851H1 -2 0 .012 1.854 v 20.803 21.6 26.25923.46411 751.6081.851H1 -2 0 .012 1.833 v 20.803 21.6 26.25923.46411 751.6051.85 I H1-2 O .012 1.854 v 120.803 21.6 26.25923.46411 751.2241.851H2-1 O .012 1.854 v 20.803 21.6 26.25923.46411 751.851.851H1 -2 O .012 1.854 v 20.803 21.6 26.25923.46411 751.5811.851 H1 -2 0 .012 1.854 v 20.803 21.6 26.25923.46411 751 .851.851 H2 1 0 .055 1.979 V 20.803 21.6 26.25923.46411 751.6231.851H1 -2 O .056 1.979 v 120.803 21.6 26.25923.46411 751.6221.851H1 -2 O .056 1.979 v 20.803 21.6 26.25923.46411 751.6181.851 H1 -2 0 .055 1.979 v 20.803 21.6 26.25923.46411 751.6181.85IH1 -2 O .055 1.979 v 20.803 21.6 26.25923.46411 751.5181.851 H2 -1 0 .056 1 9791 v 20.803 21.6 26.25923.46411 75 1 H1 -2 O .056 1.9791 v 20.803 21.6 26.25923.46411 75.761 .851 H1 O .055 120.803 21.6 26.25923.46411 7 1 H2 -1 0 .067 1.979 V 20.803 21.6 26.25923.46411 75.624 H1 -2 0 .067 1.9791 v 20.803 21.6 26.25923.4641 751.623 .85 H1 -2 O .067 1.9791 v 20.803 21.6 26.25923.4641 751.619 .851H1 -2 O .067 1.9791 v 20.803 21.6 126.25923.46411 751 .851H1 -2 RISA -3D Version 8 0 3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 90 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member RISC ASD Steel Code Checks (Continued) LC Member 797 29 798 30 799 31 800 32 801 33 802 34 803 35 804 36 805 37 806 38 807 39 808 40 809 41 810 42 81143 812 44 813 45 814 46 815 47 816 48 817 1 M23 818 2 819 3 820 4 821 5 822 6 823 7 824 8 825 9 826 10 827 11 828 12 829 13 830 14 831 15 832 16 833 17 834 18 83519 836 20 837 21 838 22 839 23 840 24 841 25 842 26 843 27 844 28 845 29 846 30 847 31 1 848 32 1 849 33 850 34 851 35 1852 36 Shaoe W6X15 UC Max .237 .235 .236 .237 .195 .196 .196 .195 .196 .195 .195 .196 .023 .025 .024 .023 .024 .025 .024 .025 .042 .247 .042 .095 .042 .196 .236 .196 .044 .041 .041 .044 .044 .052 .040 .047 .197 .195 .195 .197 .197 .203 .194 .189 .237 .234 .234 .237 .237 .243 .234 .228 .197 .195 .195 .197 Loci'... 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UC Max .064 .052 .131 .052 .061 .048 .141 .049 .061 .049 .128 .049 .052 .020 .155 .022 .052 .024 .139 .025 .075 .303 .075 .134 .075 .244 .291 .244 .148 .075 .060 .074 .133 .073 .040 .077 .302 .245 .188 .244 .289 .243 .200 .246 .348 .291 .233 .290 .336 .289 .246 .292 .302 .245 .188 .244 Locf...Shea...Locf- -.Dir Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmyCmz Eqn 11 1 .1. .003 111 1 .1.v 15.952 21.6 121.6 121.6 1.3.15971.85 H2-11 11 1 1111 .1.v 15.952 21.6 119.675119 675 1.3...851.85 H1 -2 11 1 .1..002 111 1 .1•1/ 15.952 21.6 119.675119.67511.3..E_631.851H1 1 11 1 _0021111 .1• v 15.952 21.6119 6709.67511.3.4.851.851H1 3 11 1 .1..002 1111 .1 v 15.952 21.6121.6121.611.3.1.60 11 1 111 .1. v 15.952 21.6 119.675119.67511.2 -L.61 1.851 H1 3 11 1 ...002 111 v 5.952 21.6 119.675119.6751 1.2.. 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X. \Calcs_Struc \Operators cab \CabFrameSlabOptModified(v01) r3d] Page 97 1 1 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member AISC ASD Steel Code Checks (Continued) LC Member Shane 1189 37 1190 38 1191 39 1192 40 1193 41 1194 42 1195 43 1196 44 1197 45 1198 46 1199 47 1200 48 1201 1 M29 LL3X2. 1202 2 1203 3 1204 4 1205 5 1206 6 1207 7 1208 8 1209 9 1210 10 1211 11 1212 12 1213 13 1214 14 1215 15 1216 16 1217 17 121 18 1219 19 122 2 1221 21 1222 22 1223 23 1224 24 1225 25 1226 26 1227 27 1228 28 1229 29 1230 30 1231 31 11232 32 1233 33 1234 34 1235 35 1236 36 1237 37 1238 38 1239 39 11240 40 1241 41 1242 42 11243143 11244144 UC Max 289 .243 .200 .246 .118 .045 .056 .044 .102 013 .037 .047 .033 .048 .033 .035 .033 -041 .047 .041 .065 .034 .168 .033 .061 .034 .128 _033 .074 .040 .119 .043 .070 .039 .090 .048 .079 .046 .116 -048_ _076 .040 .087 .054 .074 .040 .119 .043 .070 .039 .090 .048 .0_57 .021 156 019 Loc[.. 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(panuguo0) svayo apoo lean OSV 3SIV Jagwan �8 Pa )j0943 Iaais poddnS qeo sioieJad0 09804 JeOwnNN qof INV 6Z:01. 8df Jau6!Sea 01.0Z 9 AoN slonpaJd pooh 5189.101.10a/9 i(uedwoo s Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member MSC ASD Steel Code Checks (Continued) 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1337 1338 1339 11340 11341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 11354 11355 11356 LC 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 2 3 4 5 6 7 8 9 10 11 121 Member Shape M32 W6X15 Nov 5 2010 10:29 AM Checked By 1.1C Max Loc[..Shea...Loc[.. Fa[ksi] Ft[ksi] Fby[k...Fbz[k... Cb CmyCmz Eqn .086 4.5 .003 12.25 z 126.215 30 133 .38731.3551.8..1.482.5621H1 -2 .158 4.5 .006 12.25 z 126.215 30 33.38731.355I2.31.491.31IH1 -2 .192 4.5 .007 12.25 z 126.215 30 03.387131.35512.314911.3171F11-2 .158 4.5 .006 12.25 z 126.215 30 133.387131.35512.31.491.311H1-2 .024 4.5 .001 12.25 v 126.215 30 33.38731.355 2.3143814031H2 1 .037 4.5 .001 12.25 z 126.215 30 133.387131.355 2.31.5221.3981H2 1 .167 4.5 .006 12.25 z 126.215 30 33 .387131.35511.9..[.486I.5231H1 2 .145 4.5 .005 12.25 z 126.215 30 33.38731.35512.1 .1.4721.4591H1 2 .061 4.5 .003 12.25 z 126.215 30 33.387I31.35512.31.481.85IH1 2 .080 4.5 .003 14.5 z 126.215 30 133.387131.35512.31.851.3761H1-2 .117 4.5 .004 12.25 z 126.215 30 133 .38731.355I1.9..1.483I.85IH1 -2 .093 4.5 .004 11 594 z 126.215 30 133 .387I31.355I1.3..[_851764IH1 -2 .114 4.5 .005 12.25 v 126.215 30 133.387131.35512.314891.3471H2-1 .124 4.5 .004 12.25 z 126.215 30 133.387131.35512.31.5011 .3 1H2-1 .212 4.5 .008 12.25 z 126.215 30 33.38731.35512.31.491.2381 H1 -2 .201 4.5 .007 12.25 z 126.215 30 133.387131.35512.314831.3221H1-2 .141 4.5 .005 12.25 z 126.215 30 03.38701 .35512_ 31.491.861 H2 1 .154 4.5 .006 14 313 z 126.215 30 03.387131.35512.31.851.3091H2 1 .177 4.5 .006 12.25 z 126.215 30 133.387131.3551? 31.4891.851H1 -2 .163 4.5 .00611 547 z 126.215 30 133.387131.3551? 31.851.3121H1 -2 .146 4.5 .005 12.25 v 126.215 30 133.387131.35512.31.4911.347112 1 .156 4.5 .005 12.25 z 126.215 30 133.387131.35512.31 .5 1.3002 1 .246 4.5 .009 12.25 z 126.215 30 133 .387131.35512.31.4911.2661111 -2 .235 4.5 .009 12.25 z 126.215 30 133.387 31.35512.31.4851.3271H1-2 174 4.5 .006 12.25 z 126.215 30 33.38731.35512.31.4911.851H2-1 .188 4.5 .007 14.5 z 126.215 30 33.38731.35512.31.851.3161H1 -2 .211 4.5 .008 12.25 z 126.215 30 133 .387131.35512.31.4911.851H1 -2 .197 4.5 .007 11.594 z 126.215 30 133.38731.35512.31.851.3191H1 -2 .114 4.5 005 12.25 v 126.215 30 133.38701.35512.31.4891.3471H2-1 .124 4.5 .004 12.25 z 126.215 30 133.387131.3551? 31.5011 .3 IH2 1 .212 4.5 .008 12.25 z 126.215 30 133.387131.35512.3 .491.2381H1 -2 .201 4.5 .007 12.25 z 126.215 30 33.38731.35512 3.4831.3221H1 -2 .141 4.5 .005 12.25 z 126.215 30 03.387131.35512.31.491.861H2-1 .154 4.5 .006 14.313 z 126.215 30 33.387 31.35517.31.851.3091H2 1 .177 4.5 .006 12.25 z 126.215 30 33.387 31.35512.31.4891.851 H1 2 .163 4.5 .006 11 547 z 12 6.215 30 133.38731.3551 .3121H1 -2 .029 4.5 .001 12.25 v 126.215 30 133.38731.355 2.2.. 518.4271H2-1 .011 0 .000 12.25 v 6.215 30 133.38731.355 2.31.6081.3641112 -1 .133 4.5 .005 12.25 z 06.215 30 133.387131.35512.0.1.48714981H1 2 .110 4.5 .004 12.25 z 06.215 30 33.38731.35517.31.4681.31(11 -2 .031 4.5 .001 1.609 v 126.215 30 133.38701.35512.31.4771.851H2 I .048 4.5 .002 13.984 z 126.215 30 33.38731.35512 31.851.3191H2 -1 .083 4.5 .003 12.25 z 06.215 30 33 .38731.35512.0..1.4831.851H1-2 .059 4.5 .002 11.5 z 06.215 30 33 .38731.35511.8..1.8,51.555(H1 -2 .098 4.5 .004 12.25 z 126.215 30 03.387131.35511.8.1.45315731H1 2 .233 4.5 .010 12.25 v 06.215 30 33.38731.35511 7.1.4671.5981H1 -2 .098 4.5 .004 12.25 z 126.215 30 33. 38731.35511.8..1.4531.573111 -2 .153 4.5 .005 12.25 z 126.215 30 33.38731.35511 7.1.4631.591H1 -2 .098 4.5 .004 12.25 z 126.215 30 33 .38731.35511.8...4531.5731H1 -2 .199 4.5 .008 12.25 v 126.215 30 33.38731.35511 7.1.4651.5971H1 -2 .240 4.5 .010 12.25 v 126.215 30 133.387131.35511 7.1.4691.598 H1 -2 .199 4.5 .008 12.25 v 06.215 30 33.38731.35511 7.1.4651.597 H1 -2 .025 4.5 .001 12.25 z 126.215 30 133.387131.35511.5..1.3091.6821H2-1 .088 4.5 .003 12.25 z 126.215 30 33 .38731.355(1.8..1.4211.5461111 -2 .180 4.5 .006 12.25 z 06.215 30 33 .38731.35511.9..1.468I.537IH1 -2 .108 4.5 .004 12.25 z 126.215 30 33.38731.35511 7.1.4771.602IH1 -2 RISA -3D Version 8.0 3 [T• \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 100 Company Green Creek Wood Products Nov 5 2010 Designer JFB 10:29 AM Job Number 10860 Operators Cab Support Steel Checked By Member AISC ASD Steel Code Checks (Continued) LC Member 1357 13 1358 14 1359 15 1360 16 1361 17 1362 18 1363 19 1364 20 1365 21 1366 22 1367 23 1368 24, 1369 25 1370 26 1371 27 1372 28 1373 29 1374 30 1375 31 1376 32 1377 33 1378 34 1379 35 1380 36 1381 37, 1382 38 1383,39 1384 40 1385 41 1386 42 1387 43 1388 44 1389 45 1390 46 139147 1392 48 1393 1 M33 1394 2 1395 3 1396 4 1397 5 1398 6 1399 7 1400 8 1401 9 1402 10 1403 11 1404 12 1405 13 11406 14 1407 15 Shane LL3X2. 114091 17 141 1119 11412 20 RISA -3D Version 8 0 3 UC Max Locf...Shea...Locf...Dir Fafksil Ftfksil Fbvfk...Fbzfk... Cb CmvCmz Ean .067 14.5 .003 12.25 z 126.215 30 133.387131.35511 5..1.4381.851H1 2 .113 4.5 .004 1.797 z 126.215 30 133 .387I31.355I1.8..L.85I.548IH1 -2 .131 4.5 .005 12.25 z 126.215 30 133.387131.35511 931.4611.85IH1 2 .084 4.5 .003 14 078 z 126.215 30 133.387131.35511 7I_851.6011H1 2 .138 4.5 .007 12.25 V126.215 30 133.387131.35511 74.4541.6091H1 -2 .192 4.5 .008 12.25 v 126.215 30 133.387131.35511 74.4541.5921H1 -2 .261 4.5 .009 12.25 v 126.215 30 133.387131.35511 7.G.4711.5871H1 -2 .207 4.5 .008 12.25 v 126.215 30 133.387131.35511 74.4751.6021H1 2 .176 4.5 .008 12.953 v 126.215 30 133.387131.35511 7.L4621.851H1 -2 .210 4.5 .008 12.25 v 126.215 30 133.387111.35511 771.851.5921H1 -2 .223 4.5 .009 1.047 v 126.215 30 133.387131.35511 7.L4681.851H1 2 .188 4.5 .008 12.25 v 126.215 30 33.387131.35511 7.1.851.6011H1 -2 .179 4.5 .009 12.25 v 126.215 30 33.387131.35511 74.4611.6081H1 -2 .233 4.5 .010 12.25 v 126.215 30 133.387131.35511 7.1..461.5941H1 -2 .302 4.5 .011 12.25 v126.215 30 133.387131.35511 7.L4731.5891H1 -2 .248 4.5 .010 12.25 v 126.215 30 133.387131.35511 7.L4771.6021H1 -2 .217 4.5 .009 12.859 v 126.215 30 133.387131.35511 731.4661.851F11-2 .251 4.5 .010 12.25 v 126.215 30 133.387131.35511 7. _851.59011 -2 .264 4.5 .011 1 0 v 06.215 30 133.387131.35511 7..471.851111 -2 .230 4.5 .010 12.25 v 126.215 30 133.387131.35511 71,851.6021H1 -2 .138 4.5 .007 12.25 v 126.215 30 133.387131.35511 7.1.4541.6091H1 -2 .192 4.5 .008 12.25 v 126.215 30 133.387131.35511 7 4.4541.5921111 -2 .261 4.5 .009 12.25 v 126.215 30 133.387131.35511 7.1.4711.5871H1 -2 .207 4.5 .008 12.25 v 126.215 30 133.387131 35511 7.I.4751.6021H1 -2 .176 4.5 .008 12.953 v 126.215 30 133.387131.35511 7 .1.4621 .85 I H 1 -2 .210 4.5 .008 12.25 v 126.215 30 133.387131.35511 771.851.5921H1-2 .223 4.5 .009 1.047 v 126.215 30 133.387111.35511 7.L4681.851H1 -2 .188 4.5 .008 12.25 v 126.215 30 33.387111.355111 71,851.6011H1 -2 .024 4.5 .001 12.25 z 126.215 30 33.387131.35511 1 .1.5931.9041 H2 1 .049 4.5 .002 12.25 z 126.215 30 03.387 31.35511 951.3941.5281H1 -2 .141 4.5 .005 12.25 z 126.215 30 03.387 31.35511 961.473I.5241H1 .069 4.5 .003 12.25 z 126.215 30 113.387131.35511 6..L491.6221H1-2 .032 4.5 .002 12.25 z 126.215 30 133 .387131.35511.2..E_421.851H2 -1 .074 4.5 .003 1.094 z 06.215 30 133 .387131.35511.9.L_851.5331H1 -2 .092 4.5 .003 12.25 z 126.215 30 133 .387131.35511.9..L465I.85IH1 -2 .044 4.5 .002 14.5 z 126.215 30 133.387111.35511 6..E_851.6211H1 2 .027 7.75 .002 17.75 v 110.522 21.6 119.675119.67511 1 .I..332I.851H1 -3 .053 7.75 .003 17.75 v 110.522 21.6 119.675119.67511 6..1..2311.851M-3 .027 7.75 .002 17.75 v 110.522 21.6119 675119.67511 1 .1.3321.851H1 -3 .034 7.75 .002 17.75 v 110.522 21.6 119.675119.67511.3...3031.851H1 3 .027 7.75 .002 17.75 v 110.522 21.6 119.675119.67511 1 ..3321.851H1 -3 .046 7.75 .002 17.75 v 110.522 21.6 119 .675119.675I1.5.4_241.851H1 -3 .051 7.75 .003 17.75 v 110.522 21.6 119 .675119.67511.5..G.246I.85IH1 3 .046 7.75 .002 17.75 v 110.522 21.6 119 .675119.67511.5..1,241.851H1 -3 .037 7.75 .002 17.75 v 110.522 21.6 119 .675119.67511.5..L.2381.851H1 3 .028 7.75 .002 17.75 v 110.522 21.6 119.675119.67511 1 .1.2481.851H1 -3 .031 0 .002 1 0 v 110.522 21.6 119 .675119.67511.2..L4581.851H1 -3 .026 7.75 .002 17.75 v 110.522 21.6 119.675119 1 .L4311.851H1 -3 .036 7.75 .002 17.75 V 110.522 21.6 119.675119.67511 4.L4611.851111 .027 7.75 .002 17.75 V 110.522 21.6 119.675119.67511 1 .j.85I.851H1 -3 .028 0 .002 1 0 v 110.522 21.6 119.675119.67511 1 .1.2311.851111 -3 .027 7.75 .002 17.75 _yLI10.522 21.6 119.675119.67511 1 1H1 .054 7.75 .003 17.751 v 110.522 21.6 119.675119.67511 7 215 .851H1 .047 7.75 .002 17.751110.522 21.6 119.675119.67511.54 .2181.851 H 1 -3 .039 17.75 .002 17.751 v 110.522 21.6 119.675119.67511.3.. 267 .851H1 .046 17.75 .002 17.751 V 110.522 21.6 119 .675119.67511.5...264.851H1 -3 [T \Calcs_Struc \Operators cab\ CabFrameSlabOptModified (v01).r3d] Page 101 1 1 1 1 1 1 Company Green Creek Wood Products Designer JFB Job Number 10860 Operators Cab Support Steel Member AISC ASD Steel Code Checks (Continued) 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1433 1434 1435 1436 1437 1438 1439 1440 1441 1442 1443 1444 1445 1446 1447 1448 1449 1450 1451 1452 1453 1454 1455 1456 1457 1458 1459 1460 1461 1462 1463 1464 1465 2 2 6 5 1461 7127 11468128 LC Member 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1 M34 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Shane LL3X2. UC Max Loc ...Shea...Loc[...Dir Fa[ksi] Ft[ksi] Fby[k...Fbz[k... 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Project Green Creek Wood Products Debarker Installation Section Calc. by JFB Srh1G "toIZCC-; C Lv 1� M 4,0 'Ar M /Co �A/N Modifications to correct as -built conditions Date Chk'd by Date ON I'i"Y O. !44 so 2 P, 5o(e)( 495) :179 v 50 2 i 3 41 4 23 "1 o lL 7"4051- SEA o V Job Ref. 10860 Sheet no. /rev. App'd by Date i 0 1L 0 S 3 o�ETH v.9 ir 6a) T o 6�- 23 3 D+ a 5 (2.4.)0 f� L 8 (300%,)_-_ 2 (o ft S e /S-"" FIle.4- o„L. A L BRADFORD CONRAD CROW ENGINEERING Co. CML NE:GMANICK ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503 213 -2013 FAX. 503 -213 -2018 Project D i a 1 i-t AS/1 is L e.) C-1'0.1.. Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions 2/ Calc. by Date Chk'd by Date App'd by Date JFB C. .6 96 4 3's d' Q►„ a 9 (4, 2 4 3 s- (t o sa 5 )1.) t 0 [c (6 74.- 6 L (S) 8 T4) 4 G. 50 a 2 as) 70.5 <<�/3 ee Fad N 4. v A 82-9 433,42(/B) NSA »i N�� Co MP 13vfciLLIwe o W �J3 g 7.. ,9 C 4, /06 C 4 63 re 23 7 2.3.3 01L -75 6/35') C C/4- 1141 j J V (pSa 1'o, 2 8s (z� so( 4 tc J 1 1 1 t t 1 1 AL BRADFORD CONRAD CROY/ E MGINE ERNE 4A. CIVIL 'ST RUC7URYL NEOW C.. ENGINEERS Project Section Bradford Conrad Crow Engineering Co. Modifications to correct as -built conditions 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 Calc. by Date Chk'd by Date PH 503 213 -2013 FAX: 503 213 -2018 JFB (4-100(, -2.85)3 V sp Gs '34 Green Creek Wood Products Debarker Installation No-re' 7 f t t l "oCA fit UCfG Lr14 r- LIP C. L.. C T6� L1,.R1 Luc C.04. av c 'e D-r• Greg Job Ref. 10860 Sheet no. /rev. 2�P- 3/ App'd by Date d r (1Nrrr= t )et•o s S s g°%' allow Q' Ja Arr L 3 lG C'R go S'O 8 23 oV. Jr 23 3 otN o�. e wwwao Project Job Ref. A L CROW G reen Creek Wood Products Debarker Installation C AOW R 71 :INEM 10860 G VAL•SIFUCTURll•NECIONCN. ENPFEERS F Section Sheet no. /rev. Bradford Conrad Crow Engineering Co Modificationsto correct as -built conditions n 4 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by -Date PH 503 213 -2013 FAX: 503- 213 -2018 JFB Ci s i 1 N I, Er •Ct= g 3 2- R 5 CS /.s s--6 G P- 2...E4, 6z)= n 4 6 S 4(, c,)= 4 7 'C.- L/ 7 r t 13.1 1 2 sr 1...3-1(3x A- 2 is M zt tLS o \z- g/.1 O CEWN 7, 2 1. 3 o.- '1 /L 1 1 1 1 1 A L BRADFORD CONRAD CROWEN61NEERI16 CO. CAL•SIRJCTURJV.'NECIINEC/L ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503- 213 -2013 FAX. 503 213 -2018 s Gs ►^1G --X t -tt4 .O 7b •Ibb.1 3v t_-, Project Job Ref. Green Creek Wood Products Debarker Installation 10860 Section Sheet no. /rev. Modifications to correct as -built conditions lam .57 Calc. by Date Chk'd by Date App'd by Date JFB S LI L E G k-ko •Tee 51O9G (-1 ff S`�,,1Clo) 2•v‘' A S l a 2. 13( 2_ 0 14)6,xzo 0 o�5_ A L BRADFORD Project Job Ref. CONRAD CROWENGNEERN6 co. Green Creek Wood Products Debarker Installation 10860 CNL•STRUCTUNA•AECHMICe. ENGINEERS Section Sheet no. /rev. Bradford Conrad Crow Engineering Co. CD-4 I I 9925 SW NIMBUS AVE. SUITE 110 Modifications to correct as -built conditions BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503 213 -2013 FAX: 503 213 -2018 JFB I du' I Q '2-o 1,,r Y o e 4= l 0 1 I t0' Il 1 r,,J f it A.= 2 (7 S I -I 4- 1 I /s(rz) �c ay rv�cc 77� Z3 2 .G X 1 rte C. 3(3) 1 12 r c IL4s.u.,1 >*.a 1 f* Q I 7 ,e„ 7/1L Aa r s p� c� &LI 42- z 3S O IL. sTiW' 7vkE Ji Lo .lT 133.C-Ski 1 1 1 AL BRADFORD Project Job Ref. CONRAD CROW EN6INEER116 CO. Green Creek Wood Products Debarker Installation 10860 O CML'STRICTURIL'AGOWIIGI ENGINEERS Section Sheet no. /rev. Bradford Conrad Crow Engineering Co. 2, 9925 SW NIMBUS AVE. SUITE 110 Modifications to correct as -built conditions BEAVERTON, OR 97008 Calc. by Date Chk'd by Date App'd by Date PH 503 213 -2013 FAX: 503- 213 -2018 JFB 1 4 n IVL r g2A.aGS Lo Li S t w CT/ c v./ 2> Py ,A-I4c> 140 Lei, Tc� gait) J? b "3 1 16 Br vas ZZy. (6.9 )C `3”. s 3 ,ZQ We p /4: 1-F ,A4-. Al2 j7 off' cAQ (7 y TECHNICAL Permit 0— g g Address L 3f 0 ec,lipsQ Qs-1- �r Project description 4\ s4-neci+ure. -for Date the permit was fina.led Number of technical pages s�v cA u ra,l O b se�va�, h (�e.porrt DaAea oz 03- I A L G BRADFORD CONRAD CROW ENGINEERING CO STRUCTURAL OBSERVATION REPORT Green Creek Wood Products New Barker Installation Port Angeles, WA BCCE Proj. No. 10860 CIVIL STRUCTURAL MECHANICAL ENGINEERS February 3, 2011 A follow up structural observation visit was made by Steve Conrad, PE, on January 18, 2011 to observe the remedial work being performed to correct deficiencies noted in my report dated November 10, 2010. The following observations were reported: 1 LOG INFEED LOADER RAMP RETAINING WALL. a. No modifications have been done. 2. LOG DECK NEW TAIL END SUPPORTS AND COLUMN PEDESTALS: a. The pedestals appear to have been reinforced per 'Pedestal Detail 'B' on drawing 10860- 7202 Rev C and Section A on drawing 10860 7202 -03 Rev B except as noted below i. Additional weld is required to seal the side plates to the braces to prevent water intrusion into the cavity b. One of the additional braces, BOM items 12 on drawing 7202 -01 Rev C had not yet been installed. 3. OPERATOR'S CAB STRUCTURAL SUPPORT FRAME. a. No exceptions were noted. One of the C6 struts was notched for an electrical conduit. It is acceptable as is. 4 CHOP SAW INFEED CONVEYOR: a. No exceptions noted. 5. DEBARKER INFEED LOG CONVEYOR: a. Due to geometry of the embed placement, the secondary support columns are only partially on the embed. The weld provided on the portion of the column that is on the embed is adequate to carry the calculated loads. b. No other exceptions noted. 6. DEBARKER SUPPORT FRAME: a. Work was in progress for installing additional stiffeners and welding existing stiffeners. b. Work was in progress for welding column bases and complete a full perimeter weld at the bottom brace connections (weld must be a full seal weld to prevent water intrusion). 7 KICK -OUT AREA. a. The ecology blocks have not been removed. 8. DEBARKER OUTFEED CONVEYORS: a. No exceptions noted. b. The combination of the welds made to the existing embeds and a minimum of two properly installed epoxy anchors at the three locations identified is acceptable. 9925 S.W Nimbus Avenue Suite 110 Beaverton, Oregon 97008 -7387 Phone (503) 213 -2013 Facsimile (503) 213 -2018 Email inforequest ©bccengineering.com www.bccengineering.com Construction Observation Report pg 2 February 3, 2011 Green Creek Wood Products New Barker Installation BCCE Project No. 10860 Three items were noted in an email from Steve Zenovic dated January 24 2011 1 See item 5a above. 2. See item 3a above. 3. My understanding is that they have re- welded or built up the welds in question to comply Purpose of Engineers Site Visit The purpose of Engineer's visits to the site is to enable Engineer to provide for the Owner a greater degree of confidence that the completed work of Contractor(s) will conform generally to Design Documents and that the integrity of the design concept as reflected in the Design Documents has been implemented by Contractor(s). Structural Observation means the visual observation of the structural system, including, but not limited to, the elements and connections at significant construction stages, and the completed structure for general conformance to the approved plans and specifications. Structural observation does not include nor waive the responsibility for the inspections required by International Building Code Sections 305 (building inspections) and 306 (special inspections). Structural Observation as defined in this section is not to be relied upon by others as a guarantee of the work and not to be construed to relieve the Contractor(s) of its obligations and responsibilities under the construction contract, approved permit documents, and applicable workmanship provisions of the International Building Code and standards referenced by the approved permit documents. Structural Observation does not include responsibility for the inspection or superintendence of construction processes, site conditions, operations, equipment, personnel or the maintenance of a safe place to work, or any safety in, on, or about the work site. Respectfully Page 2 John F Bradford, SE ,4 Bradford Conrad Crow Engineering c, pp..; .1 r. 1 ASSOCIATES INCORPORATED May 4 2011, Mr Steve Conrad, P E. Bradford Conrad Crow Engineering Co 9925 SW Nimbus Avenue, Suite 110 Beaverton, OR 97008 -7387 Dear Steve Sincerely, Zenovic Associates, Inc. phen M. Zenovic, P E. Principal Engineer Fc: JN 10239 Cc: Green Crow /Bruce Emery w /enc. vpi 1 t 1 t ZO gat DFC .R CONRAD GROW agitT E.RYNC3 Re: Debarker Installation for Green Creek Wood Products 436 Eclipse West Drive BCCE Project No. 10860 This office has coordinated the inspections and testing for the installation of the debarker assembly at the Green Creek Wood Products mill The corrections noted in John Bradford's letter of February 3, 2011 have been completed to my satisfaction Enclosed for your records are the inspection reports and welding reports The Exceptions noted in the final welding report (No 11386 dated 02- 05 -11) have been corrected pursuant to your email of February 17 2011 and the correction sketch provided by John Bradford on that date. Please forward a final Structural Observation approval letter to the City of Port Angeles at your earliest convenience Give me a call if you have any questions or if you need further information VIA EN,GIN EERI,'NG: `hANOURVOING: 301 East 6th Street, Suite 1 Port Angeles,Washington 98362 (360) 41 Fax (360) 417 -0514 E -mail: zenovic@olvmpus.net 0 0 AL B RADFORD CONRAD CROW ENGINEER ItiG CO. CIMI.• ST MJCTURA. MECHAM& ENOINEER Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503-213-2013 FAX: 503-213-2018 ECW LECt 6 Oki COVsit 824. 0E-Ivelt I Project Section L oG IE P f _so r?.• e,• Cat 0-74 't A 10 4 ?CD trroN 1 CO4 U01 Green Creek Wood Products -Debarker Installation Modifications to correct as-built conditions Cato. by Date Chk'd by Date JFB f■KRA. •fr 570 f 8 co verwIro (7s....4. ,"7 2. 1-4L eladz. Job Ref. 10860 Sheet no7v. App'd by Date n /6.): 2 1 Cd-ler FLJGr cr, )t 4 Aped hi1117v, Ii 4 PA.C.E =cr e 0 AL BRADFORD CONRAD CROW ENGINEERING CO. CIML•STRUCTURAL ENGINEERS Bradford Conrad Crow Engineering Co. 9925 SW NIMBUS AVE. SUITE 110 BEAVERTON, OR 97008 PH 503-213-2013 FAX. 503-213-2018 0 MI er ST 1-FF FP IS s■Ve l E REF 5-7 01,3 Co r'pt; Project Section Cale. by JFB Green Creek Wood Products -Debarker Installation Modifications to correct as-built conditions MS. S L-$ Date Chk'd by Date I Job Ref. 10860 Sheet no./rev. 1/ App'd by Date ASSOCIATES INCORPORATED May 4, 2011 Dear Steve: Sincerely, Zenovic Associates, Inc. Mr Steve Conrad, P E. Bradford Conrad Crow Engineering Co. 9925 SW Nimbus Avenue, Suite 110 Beaverton, OR 97008 -7387 4 phen M. Zenovic, P E. Principal Engineer Fc: JN 10239 Cc: Green Crow /Bruce Emery w /enc. RECEIVED MAY 1 3 2011 Re Debarker Installation for Green Creek Wood Products 436 Eclipse West Drive BCCE Project No 10860 This office has coordinated the inspections and testing for the installation of the debarker assembly at the Green Creek Wood Products mill The corrections noted in John Bradford's letter of February 3, 2011 have been completed to my satisfaction. Enclosed for your records are the inspection reports and welding reports. The Exceptions noted in the final welding report (No 11386, dated 02- 05 -11) have been corrected pursuant to your email of February 17 2011 and the correction sketch provided by John Bradford on that date. Please forward a final Structural Observation approval letter to the City of Port Angeles at your earliest convenience. Give me a call if you have any questions or if you need further information. 3 1ND:S R:VEl I y 301 East 6th Street, Suite 1 CITY OF PORT ANGELES BUILDING DIVISION Pe r ott It I a Port Angeles,Washington 98362 (360) 417 -0501 Fax (360) 417 -0514 E -mail: zenovic @olympus.net Daily Inspection Report Contractor Yc K v Co, 4< <lt.- Job 10)-1‘k Week Day Tuts Job Site Description: /7c boa( )w DIARY (Y, 4( 3 S r•s f0.. I led S n -1- s4 e_* c Q irm boN �C vim, -Pi e4 t-u l a L Into L� c IS F_ p x 7 TA ro (Jr,/ held of ,r c.►c too• ASSOCIATES INCORPORATED .1 S IP-e-c 44'ca., (1(r Lout i'GNED ko1.,& Pt PI PIA- Page Date: CIVIL ENGINEERING LAND SURVEYING 301 East 6 Street, Suite 1 Port Angeles, Washington 98362 (360) 417 -0501 FAX (360) 417 -0514 E -mail: zenovic @oiympus.net Of eik=ox x 40, C' of /0//1 /'ad roviv-C,K,C 4 4/,� c,r,n Cn4 -2w+ ,Uj- -PI tI j-h )4 (.L l4-7T y 414 S otwi M X e-Y J D -)-h v-er .crt4 61 lr, k4 eth/ re o( �Oti iASIA I KJ W I d-b. Col v0-L Or0c v e. at 6aJe tc k/ of w.\ �teo( /-x-13s. a- �1 d�(zt w,�^R -P4- 1,0c4,4 is t ,v.s1c41LtcJ i c 1 L C mss —a EL 565 -6 N PIADES 4050" (PL EMBED) a N 12 12' -0~ I (14) PLACES (E? 10 NEw GRADE B,EA r ©EL 564 -7 12' -0 12'-0' 126' -5 112 1// diKrazan. A S S O C I A T E S I N C. GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO 10170DFRO11711 -gn DATE: 1 -17 -11 CONTRACTOR PROJECT 106 -10170 PERMIT NO: PROJECT Green Creek Lop Mill INSPECTOR: George R. Nalll Ill LOCATION: Green Creek Lop Mill JURISDICTION: Port Angeles KRAZAN PROJECT MANAGER: Jeff Bowers WEATHER: Cloudy Structural Steel TEMP: 48 F Arrived on site as reauested by the contractor to perform structural steel inspection. in conformance to project Plans and specs. 1) Met with the engineer to review protect status and background information on the oroiect. 2) Verified welder certs for Ed Weaver Smaw AWS and Martin Williamson Smaw AWS. 3) Performed cursory inspection of weldina performed to date and found the following: A) Work performed in the loader feeder area is progressing in general conformance to project plans and specs. With welding performed found to be visually acceptable per AWS D1.1 -08. B) Work performed In the balance of the structure was found to have missinp and undersized welds as well as numerous locations were members have been spliced In and unknown manner these include all types of members beams, columns and diagonal tube braces. This reauires review by the Design engineer of record as these are not in conformance to plans and specs. 3) It is important to acknowledge the work currently being performed in the loader feeder area is not the same Crew which performed the other items of work. Equipment/Asset Number(s): To the best of my knowledge, the above WAS El WAS NOT El performed In accordance with the approved plans, specifications, and regulatory requdlements. Sups e: Technician c game SL Arai&& 999 Offices Serving the Western United States Porn 1501 r.2 Effective Data 12.20.07 The infolmadon provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any famat without the written permission of the client and Kramn Associates. �'aZa11 Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. D. /9 iii PROJECT /n6 ice/ 7 c PROJECT rr.AtEiery CAtree ,t:o6- LOCATION: p. .o 5- s KRAZAN PROJECT MANAGER: T/3 Equipment/Asset Number(s): FIELD REPORT NO* 138591 CONTRACTOR: 7 A/ e2 U, C o co. row S JURISDICTION: C'L.OL /.r•r.•. PERMIT INSPECTOR: 4e, A)qy, a WEATHER: /c. At -r TEMP' Urfa 2 ,v SN.SvtcrmrK f'4 Pt.,/ I/ TO Cr AO Jr" ieg v/cft. Q 04. 7' 4 T air 4 4-ER /3TALL_.47",.on j 404 0AZ oG qS e,4,,Asee_.V dF, tiN 1 fjj Gj .Tn NAV or b 44 /loco 62 i2 AN.c- /.vr�st D.oTE n 0'6 -aoio p 1,0e' ti e?Ar A ,,LTi 7:0_ST :s "N APBa.AArr a /fe 76 $60 4'62 O p 2 A L Y./,/E Ad/VW 012 A4c,02,0 �o.p /1f7..114. 4 ?i el* !7R .4; ...Kt Ate). ■o260 4e7 i tic/,oR PGAZ_ _f4') =e ",.Qtt- TH.Q.-.4 e-We Beetaccrj$7 /nrpgem/ S -.Y Cftx /94'G'Y 2. A....OTt TA/re) C1547jNC- it &b4 P 4 TE57 D 14.0) 77 if/ in "0,44A,2E5 Q Cif 22AIle .vr ,e4 rz s ;4( -c PC ©R 4e" Q .fo al,dn 14"-.47 yc.A.s5 14_9 EQ QT /ef oet Io.e 0'607 A71 /./E itje .Aide.1Tder P 7'.(/4- niexadeec WC-10012 "LA9l L_o eye" A/7 .9 5, p,. 4✓0'n6E .4,Vrwn so Sp.... A+yi� .7"70e.0,7 .s, A>= TAV Air le ,G.OLC'G•itz N 0 /`�LON r 1, 9? gg 4 ;09.0.7 >GI? 02. e2) ©Z Att ,4 1 Q/P 4u.T mIr r 73V, .4 .604.40.~4, A XiV C7,� vw►Tim 40' .4T 7 i To the best of my knowledge, the above WAS WAS NOT ormed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Represent Technician: T.: This report indicates our Inspectors observation and testing results based on the site condition and contractors activities. This information Is subject to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity of the results. Some Information on this report may have been provided by others on site. The information provided on this report is prepared for the exclusive use of the dlent.Thls report may not be reproduced In any format without the written permission of the client and Kmren 8 Assoc. Offices Serving the Western United States Bothell (425) 485-5519 Gresham (503) 665 -3574 Poulsbo (360) 598-2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE; 4/22/2009 I 3241 =imam coriavielif 1 wain:3W= mrAeil 4 1.1:r, NQIi3.S .-306 1M1 024 -gm TVOS NY1d it a-s AI 1 77 7 0.-.390 13 W30 33333 A1311 '1 1 111114VIZR .4 13 11330 30310 (ems 03 a5. L 11541 31.5 NOWTSCEI4 gragiNUMMENRIMMIN ORWINAMMINSE MEVARMEMManani LEOARISMMEitagiVA .0-.390' 13. r \-t0-OrOt 13314 d315 33/3 i I71 ZNOUVONnO! .4. 'emu. T .4 2.. A dt (asere 033Y1d (I) iby 'i V II-.0 1 3 (4— M 1 one dia. onus* ASSOCIATES INCORPORATED Daily Inspection Report Contractor Page of 1 Job 10 2:2°1 Week Day Job Site Description: DIARY Ce.. ,,i( ki A ac L) t 1.1.444 SO. C n 1 6C) apt 1l�alt -rte) ILt a'�t l7 tI 4tk D4c✓T tC.a liky 4vt is cc)�r✓c 1 y1 S rl P%"l !t C IAA 4C '/{tom �M/ Rn SeKa& a N 5 r CA" 1 ItA(1(1 d ak e LS C liAe (121 aA /a) ©fko" C"ala (SLIH- r'l /12), LAI4 r c csT E•ca 3 1L 11 ("12oZ /G G) 'I1Cc�/ LL V v t W 4-k t) e J S?'T 1 Q 4 4 L'4 S n N 1(r rN a J x. t it ,D L..d 414,A) 61 1-ttu, in N 1 s1tni 'AO It )O'/e t1- fw AAA .s.Stot. A >0 aT 1 ?.e. r4/1.AS hd� Cr..x -e ac, CAA IA ..ed -tu f�n,.A-� LL1c, c 43.E l a. .M 40 2J..c.u1 r r all \tat,l1( NL, Q wfO .0/_ eau .q 1ti/ r f 1 t tJ AS i4-/.w4 c uwt.. c v 3 /11...) qk- Liu Ap Q2 t.-r. )Nots 124''!1 SIGNED CIVIL ENGINEERING LAND SURVEYING 301 East 6 Street, Suite 1 Port Angeles, Washington 98362 (380) 417 -0501 FAX (360) 417 -0514 E -mail: zenovic @oiympus.net Date: 1- -1 lot 1AA J I�,eV 3t•tc t,y "Y'a7_ al"1 Associates, Inc GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: t PROJECT* b fns 7Z, PROJECT Z e /777// LOCATION: A IA/ ,b KRAZAN PROJECT MANAGER: %FIELD SHOP WELDING M.T. P.T Item(s) inspected: A .FEET r d krcA exd ./17-eo /o6 7%9— a4- Au/ 8 7 6217,01 ''.,4-677, Pe,e b z- Position: Process: Weld Type: Weld Size Codes: FILLET 3/16' AWS C.P 1/4" AISC HORIZONTAL GMAW P.P 5/16" TITLE 21 WELDING REPORT NO 11366 CONTRACTOR: (17 ---1" I `L L 24 9-^ PERMIT NO 2 3 4 6 INSPECTOR: 6t6f0t) JURISDICTION: 12<°745 WEATHER: L�,lGl Araead icZaw le_ fir, G ct/e..6 i iA.a/2 vj -e Zed er /vel /mod i-7 ,Loth S /4/d FLAT VERITCAL SMAW FCAW OVERHEAD Filler Metal: SAW Other PLUG Other: 3/6' Other TITLE 24 UBC ASME A V.T w e d 4 6-/L /4/8XSI 7e_ Ara/c%7 /3_ d BAter2s came/ v Gri8x31 /,J9 31 CD14, jai" z e 7410 /72edel loLai h 4 7 b✓ V a' /I av®7/x:/ F ,6 ,n4ef- -,/ron tome- GJ 3 crud r/afded Gta 7n &N.J s ides bitgi eS a/e6t...veic/ /2& fir_,•, /1 /L9,, .$ran e Z>tredize7 /f6'9 l A 3 c2 /G/ B TEMP: 4'. 5-- 523 To the best of my knowledge, the above WAS S/ N T perfo ed in accordance with the approved plans, specifications, and regulatory requirements. Su erintendent/Representative: 4"" Technician: i(2.06. Serving the W' Unite' States This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision I Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. Thi report may not be reproduced in any format without the written permission of the client and Krazan Associates. WELDING ■�a7an.. Associates Inc REPORT NO 11367 Position: •e'Frocess: B Weeld Type: in Weld Size C3'G'"es: 3 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2 Z PROJECT it 106 /O f '7 PROJECT: s /AE 267 mil/ LOCATION: _L� Se- •t2e KRAZAN PROJECT MANAGER: i f i U' 'i 5 ;Iir FIELD SHOP WELDING M.T. PT. N.T. item(s) inspected: L 7 65 41/7 /,/7 g7r e- -/.+1 lsl /94.0/ 7 A *e /a86e, --.s- ,7_ 0/ ,Pif /3 ..n t 1,7 4 i;&' 1 e& 7 i a.:7. FLAT .e/. 4 66 x e' Z nrn 77e41/ G .rnefC /r7 /VVl &ed1 ,l2 -tea/e. 3x3) (3/1 "Ley /P_ /teal -/2 frvi 4f7 E -sc_ i'fl41 7 cd d/" �j-- `.J/47, i r l.sr-7r76 Go a' /-V' /l40/M To the best of my knowledge, the abo Sups endent/Represeitative: (1/E CA 1ZON'I cOVERHEAA FCAW GMAW SAW C.P P.P PLUG 1/4" 5/16" 3/8" AISC TITLE 21 TITLE 24 CONTRACTOR: PERMIT Nn 2 3 4 6e- INSPECTOR: 7 c JZ x ?,1 JURISDICTION: 7 k/ WEATHER: CI /dc-L. Filler Metal: 70 /0 Other Other Other UBC ASME TEMP: 4 S-s WAS NOT pe ormed in.accordance with the approved plans, specifications, and regulatory requirements. Tec J Serving the N tern I ntted This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some Information on this report has been provided by others on site. Revision 1 The information provided in this report is prepared for the exclusive use of the client. This report not be Effective Date 11 /15/07 report may reproduced in any format without the written permission of the client and Krazen Associates. Kraz Associates, Inc REPORT NO 11368 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 0l PROJECT /I. /I' G /a 1 PROJECT re'/ 7 G m, LOCATION: e-- 41/ 16)0C// KRAZAN PROJECT MANAGER: Ave-r/eocs FIELD SHOP WELDING M.T. P T. /.T. item(s) inspected: Position: FLAT VERITCAL Process: SMAW FCAW Weld Type: FILLET C.P Weld Size 3/16" 1/4" Codes: AWS AISC -7. AI f6 X 4tD est of my knowledge, the above(WA S WAS NOT p tendent/Pa, rr AR1 HORIZONTAL GMAW P.P 5/16" TITLE 21 Serving the The nfomtation provided in du report is prepared for the exclos This field report indicates our inspector's observation and testing results based By signing this report, our inspector does not accept responsibility for validity of CONTRACTOR: PERMIT NO INSPECTOR: OVERHEAD SAW PLUG 3/8" TITLE 24 WELDING 23 "4z r ldeL'Gnd42<7 JURISDICTION: J t 9e %s WEATHER: C_!.ti'GCCt1Y 2oc .$eea� �JYC.� t2Ur�'/,✓!n4 /ate --7Z �fGrd 67Zp; d3 "4 td4/ PE,d, 6' tee a iY iLk 4 A" G-af/ c"C 21244 'L7,9 A 6?- 720 2 -03 6 /occz z Filler Metal: Other Other: Other UBC ASME ,4,0771 sedge' Aiegde fi' Gyeet i/4e.Y fs%i. t.,/t llr.�^, /t t7 ormed in accordance with the approved plans, specifications, and regulatory requirements. Technician: United States TEMP: condition and contractor's activities. This information is subject to review prior to final submittal. Some Information on this report has been provided by others on site. Re Stop 1 Effective Date: 11/15/07 use of the client. TM report may of be reproduced in any fount without the written permission of the client and Rrazan Associates. t ASSOCIATES, INC Mr Steve Zenovic Zenovic Associates 31 E. 6 Street #1 Port Angeles, WA 98362 RE. Green Creek Log Mill Port Angeles, WA Dear Mr Zenovic: PS. and Enclosures Penn Seely Laboratory Manager Peninsula Division GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING INSPECTION February 2, 2011 KA Project No. 106 -10170 Building Permit No. In accordance with your request and authorization, the following test data are presented on the following reports, which are enclosed. January 22, 2011 Referenced concrete reports and compressive strength data will be mailed following 28 -day tests, if applicable. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, cc: Steve Zenovic/ Zenovic Associates/ steve @zenovic.net Welding Report No. 11366 Welding Report No. 11367 Welding Report No. 11368 With Offices Serving The Western United States 1230 Finn Hill Rd NW Ste. A Poulsbo, Washington 98370 (360) 598 -2126 Fax: (360) 598 -2127 L q ASSOCIATES INCORPORATED Daily Inspection Report Contractor run AS/Gc.14711. tytt Page 1 of I Job I i7 234°I Week Day SS -4 k, Date: 1 I Job Site Description: G r,e..4, IM I, L I IA P.,1 DIARY O✓1 a e. 9 A LM/ IAA /I'- Ly 14-1 14-ctohi t- 4444•1 1 111et r p a.k r1 1% s tk9.,rr rfr, llt -/I Cc�t i 4 ai rte I..c -.CC t G� 1.t t v43 foie/ r410S/4KyY R. I.J I d#4.4.4 ta4..edt(cu.- A ti).-sly 1'A—eel (kw t -b.t I4 4 44 1 l— I4Y IS' O WAY 117)41f SIGNED CIVIL ENGINEERING LAND SURVEYING 301 East 6 Street, Suite I Port Angeles, Washington 98362 (360) 417 -0501 FAX (360) 417 -0514 E -mail: zenovic @oiympus.net ASSOCIATES INCORPORATED Daily Inspection Report Contractor J.e4 a.t Page t of 1 Job 2,3 Week Day Se,.4 Date: 2 5 41 Job Site Description: vt4. ti( DIARY ©N t. L-e n_ q ID a u.L A tt.t [u.•.eY de% t.r\ t,..t ZIOVetxa w> 4 TJ (r.tt s tech, J u) i r t.� rn, u t,t.7,tACtt .4 t u t R �G i aI..r..rt a .-4 2 .t e.�t��► iac r(.r.t(r).'f A !'•c t c� t1 t.'. f t t u. c LTA- Sl C L rat:.0 n tea o...t _a 2.l 104. c w ei.. At LNt 0-eC LIA.tO 4 4 er4 i. oi art AL4A I t1.4',...1.4 t 7 r AT Or• 14A. i cA AR G S.-a i -Iva ei Y 9't.!t �7 4.44,E N A►C!A t or I I i t.1 2 4 K)r•,�iS crw. .4v A u dL t i A-a �.I t� alt GVt 1.t nv)s. ?(r -Ics ofA Sn.-a -+t t Lt W dt- a y f •Jr.b 4, �4,4:1 deck- Nil1\ Ufr Mlvt 'C�tesl j)oc 3 t t i a S4 (3 t Ll c 1o.Th w 7 SS.Cy.i tAOtr to4,t.c,C t`NS tto I&9.. hs e la 1� c 1111 HA. C I v s 1 k. IZ .4o wt v IA t 14- b N2 ni ti 1- radaid t[O CIVIL ENGINEERING LAND SURVEYING 301 East 6 Street, Suite 1 Port Angeles, Washington 98362 (360) 417 -0501 FAX (360) 417 -0514 E -mail: zenovic@olympus.net DATE: 0 2 PROJECT# /O /71) PROJECT: 4 'feren L reams ‘-‘767 Ml LOCATION: tE /G.C, Gil J KRAZAN PROJECT MANAGER: ■-r4g WEATHER: l J WELDING Karat Associates, Inc REPORT NO 11386 GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Superintendent/Representa a **PO CONTRACTOR: —LTA" d PERMIT NO INSPECTOR: JURISDICTION: JJ2�5 Ar SHOP WELDING M.T. P.T. items Inspected: 77124v6 43 tif:Xeezp/ arezisr3/2 7/0 ego_ ��F >L 3 9 s��4/in4 /o,- ¢o¢p o P 646∎60n A B Asir» Ae.re- do .14/€ 2 S pe��?dr��r�q /veer) -s -iraa Ition: FLAT CGERrrt) CHORIZOKat OVERH Filler Metal: 70 4 _D-Pi cess: FCAW GMAW SAW Other. .B' II ;Type: 1 C.P. P.P PLUG Other. Wekt Size W1 5/16" Other es: AISC TITLE 21 TITLE 24 UBC ASME E�Tec7 Go 4 .r-am !r, C 9x A/A cz/lw 4, 7f 0 m/R.' lo'? I S X707 ,oGv/7 /0" '.z?dYl,7. d /4 s ,15 474 .beek k' a tte± 40 mss 8'X a7d eZ#74/ 43ot i �r� .c ca00,// /oge -7ze;12—o 5 l e G 9 0 e c k 7 e i e e r fi.srr/1p._ 4 f me- 7 r4wipewil /pea ,4'/15 crr •PaaW rn Ems€ ore". /lt/r, 6 &W 3 3nq' .1�007 Asir A(,e, Atorf en, .2 t 2,d,' c'e,l.7a #n,, o/r, WEsr -,,se `e "d4& rs To the best of my kflowledge, the above'WAS)/ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: J N.T. wuV1 Serving the Wes em United States TEMP: 1 SD This field report indicates our inspectors observation and testing results based on the site condition and contractors activities. This information Is subject to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision 1 Effective Date: 1U15/07 The inhumation provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written pmmission of the client and Ktarum a Associates.