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Home My WebLink About315 N Lincoln St Technical - BuildingPermit .10 1349 Address 31 1 iukce f i. Project description �Q f j- pro e-c 4-1 u:� 5 i3 h v r TECHNICAL 8 51 s re. Date the permit was finaled Number of technical pages 3? 7 I iO 1 I. _I m (b\ 1 i 1 i 4 u Y1 1 11 1 1 IJI II A 1 I /)L LEA /G I 1 1 1 1, 1 1. 1 1 P 1-_---1 -1. 1' 6 .2-ir1 1 7,��( 1 I I 1 i 1tz, L 1 g►ZV i(. 1' 1 I 1 1 i 1' 1' 11,A 426 x F- 2C, (op 1 1A) ''1 1 1 1 11 1 11 1 v1= 11>i t.' 1•L /tu ikNk� 4 1 1 X 1 1 1' 1 1 I 4 L111 ',xf.� L. .1-- L i,I .s 1 1 1 I 1. 1 I 1 1 :i 1 1 1M =1 tr =1 `�I 1,1 111 1 1 1 1 1 .;11,1. in 1 1` T 1 1 1 1 1 if`gl' 7 1 I 1 1 1 I I I I i 11 I ii I I i 1 1 II 1 1 I 1 1 I1 1 I 1 1 1. 1 rA a► I 1 I ,1 I -PA) l ins _I I I l I l 7 II I l emu ,U 1 464 9 )OJ� 1! 1 I I1 I1 1 1 1 1 1 1 1 1 1 i t 1 T� 1�5 l ti 1 y 1 1 1 1 1 1 111 1 1 1 11 t- �"`°`j 1 1 1 .I 1 r I 1 C, I_ L I. 1' 1 1 Y I 1 1 1 1 1 LM 1 1 1 1 I 11 1 1 1,_ 1 1 1 1 =1 I i L 1_ J 19) i..7.(0,\ I ...2;-- F_L__ 2 f r__J, 7 2.,..,, ?c..J...)--4.) s- r l' '1 I. i I 1 L 1 I i'll'' '',4■42. 1. t ...1- I I i• I I i rielektl• A 1 1 '1 1 1. 1 1' I I 1 1 r( V7 7 r0\:-1-.1)9\t.\)\ i I I 19rif?-1,(Is (4,1-$WO\ :01VC(2 -fl 1F:17- k± *1 ,1,17‘ 1 _z 7 c 2 _I 1 (1 _I ___4_,.....-----j--- I 1 111 L4r-r-:‘, !..106±, 1,. 1 :'i \i-i I. L k t" A; j" 4 )?i10.‘')4c-li,'=- 1 1 1 Jr' Tr 1 ...11 I 1 1- 1 1 '7 I I Z.• I t I 4 4 i \-1---\ 1� t�, t I 1 t i t \\i\ 1 1 ---j 11 t t t 1 I \lj 1\ i t t t t t t 1_ t tt t--1 1 t t I_ I, --e\-\\ l I 1\ t r 1 t I\ I j 1 l l t t 1 Date Company Name Address City State File Location MECAWind Version 2 0 2 2 per ASCE 7 -05 Developed by MECA Enterprises Inc Copyright 2010 www mecaenterprises.com Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon B Horizontal Dim W Sign Depth Bs- Ratio of B S E Solidity Ratio Elev ft 10/26/2010 ZENOVIC ASSOCIATES INC 301 EAST 6TH STREET SUITE 1 PORT ANGELES WA C \Program Files \MECAWind \Default wnd Project No Designed By Description Customer Name Proj Location 10230 SRH FEIRO MARINE LIFE CENTER NEW S FEIRO MARINE LIFE CENTER PO BOX 625 PORT ANGELES WA 9 Detailed Wind Load Design(Method 2) per ASCE 7 -05 100 00 mph Structure Type Other II Exposure Category D N/A Flexible Structure No 1 00 Kd Directional Factor 0 85 11 50 Zg 700 00 ft 0 09 Bt 1 07 0 11 Bm 0 80 0 15 1 650 00 ft 0 13 Zmin 7 00 ft 18 00 ft Ht- Grade to Top of Sign= 12 67 ft 0 50 ft S Vertical Sign Dim 3 67 ft 4 90 Sh- Ratio of S Ht 0 29 100 00 Gust Factor Category I Rigid Structures Simplified Method Gustl For Rigid Structures (Nat Freq >1 Hz) use 0 85 Gust Factor Category II Rigid Structures Complete Analysis Zm 0 6 *Ht lzm Cc *(33 /Zm) 167 Lzm 1 *(Zm /33) Q (1 /(1 +0 63 *((B +Ht) /Lzm) 63)) 5 Gust2 0 925 *((1 +1 7 *lzm *3 4 *Q) /(1 +1 7 *3 4 *lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0 85 Design Wind Pressure Other Structures Rz Kzt qz W 1 80) psf psf 12 67 1 10 1 00 23 899 36 57 12 00 1 09 1 00 23 769 36 37 11 00 1 08 1 00 23 568 36 06 10 00 1 07 1 00 23 359 35 74 9 00 1 06 1 00 23 140 35 40 8 00 1 05 1 00 22 911 35 05 7 00 1 04 1 00 22 671 34 69 6 00 1 03 1 00 22 418 34 30 5 00 1 03 1 00 22 418 34 30 4 00 1 03 1 00 22 418 34 30 3 00 1 03 1 00 22 418 34 30 2 00 1 03 1 00 22 418 34 30 1 00 1 03 1 00 22 418 34 30 Note W Pres Cf is Wind Pressure based on Cf(Force Coefficient) 0 85 7 60 ft 0 19 541 02 ft 0 95 0 90 Figure 6 -20 Wind Loads for Solid Signs Freestanding Walls Case A A Ramic Cf Force Coefficient Rd Reduction Factor (1- (1 -E) 1 5) Kz Kzt Qz Wind Pressure at Elevation 12 67 ft Notes 1) Signs with openings comprising 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs 2 S= 3,07 S S S Balance Balance S S Distance from Cf leading edge ft Force Coeff From 0 to 3 7 From 3 7 to 7 3 From 7 3 to 11 0 From 11 0 to 18 0 Wind 4 3 08 1 99 1 44 1 06 Case C Rz Case B 1 10 1 10 1 10 1 10 Rzt i Range 1 00 23 90 1 00 23 90 1 00 23 90 1 00 23 90 RdC Reduction Factor for Case C (1 8 S Ht) Note When S Ht 0 8 then Cf must be multiplied by RdC (6 40 43 29 25 21 53 1 80 1 00 1 10 1 00 23 899 psf 565 Ps Qh Wind_Pressure Distance psf psf 1 00 Transverse Direction Torsional Load Cases Longitudinal Direction Low Rise Bldg Provisions per Fig 6 -10 MWFRS Transverse Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface paf psf psf 1 0 55 0 55 -0 55 23 90 00 26 29 2 -0 1 0 55 -0 55 23 90 -15 54 10 76 3 -0 45 0 55 -0 55 23 90 -23 90 2 39 4 -0 39 0 55 -0 55 23 90 -22 47 3 82 5 -0 45 0 55 -0 55 23 90 -23 90 2 39 6 -0 45 0 55 -0 55 23 90 -23 90 2 39 lE 0 73 0 55 -0 55 23 90 4 30 30 59 2E -0 19 0 55 -0 55 23 90 -17 69 8 60 3E -0 58 0 55 -0 55 23 90 -27 01 -0 72 4E -0 53 0 55 -0 55 23 90 -25 81 0 48 1T 00 6 57 2T -3 88 2 69 3T -5 98 0 60 4T -5 62 0 96 Low Rise Bldg Provisions per Fig 6 -10 MWFRS Longitudinal Direction Building GCpf +GCpi -GCpi qh Min P Max P Surface psf paf psf 1 0 4 0 55 -0 55 23 90 -3 59 22 71 2 -0 69 0 55 -0 55 23 90 -29 64 -3 35 3 -0 37 0 55 -0 55 23 90 -21 99 4 30 4 -0 29 0 55 -0 55 23 90 -20 08 6 21 5 -0 45 0 55 -0 55 23 90 -23 90 2 39 6 -0 45 0 55 -0 55 23 90 -23 90 2 39 lE 0 61 0 55 -0 55 23 90 1 43 27 72 2E -1 07 0 55 -0 55 23 90 -38 72 -12 43 3E -0 53 0 55 -0 55 23 90 -25 81 0 48 4E -0 43 0 55 -0 55 23 90 -23 42 2 87 1T -0 90 5 68 2T -7 41 -0 84 3T -5 50 1 08 4T -5 02 1 55 Notes 1) Min P qh (GCPf +GCpi)) Notes 2) Max P qh (GCPf GCpi)) Notes 3) For Torsional Load Cases the zones are designated with a T The pressures(Min P Max P) are 25% of the full design wind pressures(Ld Case 1T= 25 *1(ld case 1) 2T =25 *2 3T =25 *3 4T= 25 *4) Exceptions to Torsional Load Cases One story buildings with mean roof height< =30 ft(9 lm) buildings with two stories or less framed with light frame construction and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases (Note 5 of Figure 6 10) 121b /ft kJr" LJ,; „,,Ji, 1011 67 5 201b /ft II 257 67.5 Loads: LC 8, ASCE 3 (d) Results for LC 8, ASCE 3 (d) Reaction units are lb and lb-ft ZENOVIC ASSOCIATE. STEEL FRAME SRH lOct 27, 2010 at 9:28 AM 08052 TUBING DESIGN 10230 TUBING.r2d Beam. MI Shape: SS1x3/32 Material: 316L Length: 19.3 ft I Joint: N1 J Joint: N2 LC 8 ASCE 3 (d) Code Check: No Ca lc Report Based On 100 Sections 4 at 9.8 ft fa 4 at 0 ft 24.5 at 9.8 ft .3 at 1.8 ft -24.5 at 9.8 ft ksi AISC 13th ASD Code Check KL/r 200 for compression member Max Defl Ratio L/446 101.9 at 9.8 ft A 100.4 at 0 ft 100.2 at 9.8 ft -100.2 at 9 6 ft 114.2 at 9.8 ft -42.5 at 12.9 ft 0 at 0 ft -.5 at 14 1 ft Ib Ib in Beam. M2 Shape. SS1x3/32 Material: 316L Length: 1.2 ft I Joint: N2 J Joint: N3 LC 8 ASCE 3 (d) Code Check: 0.272 (bending) Report Based On 100 Sections .2 at 0 ft fa 14.2 at 0 ft -14.2 at 0 ft Fy 42 ksi Pnc/om 8542.41b Pnt/om 10209.71b Mn/om 246 lb-ft Vn/om 3.1 lb Cb 2.2 ksi ksi AISC 13th ASD Code Check Max Bending Check 0.272 Location 0 ft Equation H1-1b Bending Flange Compact Bending Web Compact Lb KUr Sway A V 46 1 at 0 ft 100 4 at 0 ft 66.2 at 0 ft -51.3 at 1.2 ft 0 at .3 ft 0 at 0 ft Max Shear Check 0.033 Location 0 ft Max Defl Ratio L/2862 Compression Flange Non-Slender Compression Web Non-Slender Out Plane In Plane 1.2 ft 1.2 ft 43.6 43.6 No No L Comp Flange 1.2 ft Ib Ib in Beam. M3 Shape: SS1x3/32 Material 316L Length. 19.3 ft I Joint: N3 J Joint: N4 LC 8 ASCE 3 (d) Code Check: No Ca lc Report Based On 100 Sections Oat 14.5 ft fa 0 at 9.8 ft 13 at 9 6 ft -.2 at 17 ft -13 at 9 6 ft ksi AISC 13th ASD Code Check Lir 300 for tension member Max Defl Ratio L/447 7 at 14.5 ft A 7 at 9.8 ft 26.7 at 5 1 ft ksi V Ib -26.7 at 9.8 ft 59.5 at 5 1 ft -60.5 at 9 6 ft .5 at 4.9 ft Ib in Beam: M4 Shape: SS1x3/32 Material 316L Length: 1.2 ft I Joint: N4 J Joint: N1 LC 8 ASCE 3 (d) Code Check: 0.272 (bending) Report Based On 100 Sections .2 at 0 ft fa 14.2 at1.2ft Oat.5ft Oat.5ft ft -14.2 at1.2ft AISC 13th ASD Code Check Max Bending Check 0.272 Location 1.2 ft Equation Bending Flange Bending Web Fy 42 ksi Pnc/om 8542.4 Ib Pnt/om 10209.7 Ib Mn /om 2461b -ft Vn /om 3.1 Ib Cb 2.2 ksi H1 -1b Compact Compact ksi ksi Lb KUr Sway A D L Comp Flange 46.1 at 0 ft 1004atOft 66.2 at 1.2 ft 51.3at0ft 0at.8ft Oat 1.2ft Max Shear Check Location Max Defl Ratio Out Plane In Plane 1.2 ft 1.2 ft 43.6 43.6 No No 1.2 ft 0.033 Oft L/2862 Compression Flange Non Slender Compression Web Non Slender Beam. M5 Shape: SS1x3/32 Material 316L Length. 1.2 ft I Joint: N5 J Joint: N6 LC 8 ASCE 3 (d) Code Check: 0.033 (bending) Report Based On 100 Sections .2at0ft fa r. :R Nl k 1.6 at 1.2 ft 1.2 at 0 ft -1.2 at Oft -1 6 at 1.2 ft ksi ksi AISC 13th ASD Code Check Max Bending Check 0.033 Location 1.2 ft Equation H1-1b Bending Flange Compact Bending Web Compact Fy 42 ksi Pnc/om 8542.4 Ib Pnt/om 10209.7 Ib Mn/om 2461b -ft Vn /om 3.1 Ib Cb 11 Lb KUr Sway A L Comp Flange 48.2 at O ft -14 at 0 ft V 74at1.2ft 5.8 at O ft 0at.6ft 0 at 1.2 ft Out Plane In Plane 1.2 ft 1.2 ft 43.6 43.6 No No 1.2 ft Max Shear Check 0.000 Location 0 ft Max Defl Ratio LJ5618 Compression Flange Non Slender Compression Web Non Slender Ib Ib Ib -ft in Beam. M6 Shape: SS1x3/32 Material. 316L Length. 1.2 ft I Joint: N7 J Joint: N8 LC 8 ASCE 3 (d) Code Check: 0.012 (bending) Report Based On 100 Sections fc ft .8at0ft ksi MSC 13th ASD Code Check Max Bending Check 0.012 Location 0 ft Equation H1-1b Bending Flange Compact Bending Web Compact Fy 42 ksi Pnc/om 8542.4 Ib Pnt/om 10209.7 Ib Mn /om 246 lb-ft Vn /om 3.1 Ib Cb 1 ksi M ksi D Lb KUr Sway A V L Comp Flange 203.6 at 0 ft Max Shear Check 0.000 Location 0 ft Max Defl Ratio U10000 Compression Flange Non Slender Compression Web Non Slender Out Plane In Plane 1.2 ft 1.2 ft 43.6 43.6 No No 1.2 ft Ib Ib lb -ft in Beam M7 Shape: SS1x3/32 Material: 316L Length: 1.2 ft I Joint: N9 J Joint: N10 LC 8 ASCE 3 (d) Code Check: 0.033 (bending) Report Based On 100 Sections .2 at 0 ft fa ksi 1.6 at 1.2 ft -1.2 at 0 ft -1.6 at 1.2 ft ksi ksi MSC 13th ASD Code Check Max Bending Check 0.033 Location 1.2 ft Equation H1-1b Bending Flange Compact Bending Web Compact Fy 42 ksi Pnc/om 8542.4 Ib Pnt/om 10209.71b Mn /om 246 lb-ft Vn/om 3.1 Ib Cb 11 Lb KUr Sway A 48.2 at 0 ft 14 at 0 ft V -5.8 at 0 ft -74 at 1.2 ft Oat 1.2ft 0at.6ft Max Shear Check 0.000 Location 0 ft Max Defl Ratio L/5618 Compression Flange Non Slender Compression Web Non Slender Out Plane In Plane 1.2 ft 1.2 ft 43.6 43.6 No No L Comp Flange 1.2 ft Ib Ib Y/ in Ib -ft Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 DBL. TUBE DESIGN Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 1 1 DEAD 1 DL 1 1 1 1 1 1 1 1:7 SNOVV 1 SL 1 1 1 177 Joint Boundary Conditions Joint Label KIII2N Y 1Ib/inl 11 1 N4 I Reaction 1 Reaction 1 1::2,A 1 Al.7 ST :2:3., :ReaCticia: V. 1 3 1 N3 1 Reaction 1 Reaction 1 Hot Rolled Steel Design Parameters Label Shape Lengt. Lb-out[ft] Lb-in[ft] Lcomp t Lcomp b.. K-out K-in Cm Cb Out sway 1 I M1 I TUBE t19.34 1 1 f 1 1 1 21 .:MZ: '1' TUBE71 1.11 :1: '121 ..2 17_ .2.1 :J. t.' 3 1 M3 1 TUBE 119.341 1 I I I I I I ',..4.. l'. ',Mt .1. TUBETh1 1..1. _2_ I:_. I .:1-2"_" 1 'I',_ ,I ,;1 I 5 1 M5 1 TUBE 1 1.17 1 1 1 1 1 1 1 1 6 .'.''.1: _116 7:1:170:BE`.14.111 __I '....f .4 .L1 1'17 15, :I 7 1 M7 1 TUBE 1 1.17 1 1 1 1 1 1 1 1 Global Display Sections for Member Calcs 110 MakihteilialSectiOtfitoeMeMbee.::Calos 1100' 1 Include Shear Deformation 1 Yes Merae:Toletance(in):. T 1,1..1.2 r P-Delta Analysis Tolerance 10.50% Hot Rolled Steel Code COldfortiedSteel'Code. Wood Code WOOdltembetattite=7 Concrete Code Number of Shear Reaions Concrete Stress Block u CraCkedzSeationiTr Bad FraminctWarnings Uhased Joint Coordinates and Temperatures 1 AISC ASD 13th I NDS 2005. ASD I ACI 2002 14 I Rectangular lYes 1 Yes RISA-2D Version 8.0.3 [CARISX10230 TUBING.r2d] No" Rotation[k-ft/rad] Nov 4 2010 11:37AM Checked By Footino 1 1 1 1 In sway Function Lateral Lateral Lateral Lateral Lateral TLateraI Lateral Label X Iftl Y Iftl Temo 1F1 1 1 N1 1 0 1 1.17 1 0 1 :72 .21 3142': 7,:::: ..:17: _.....1z.,:-,Lii 7 31 N3 1 19.34 1 0 1 0 1 41.1::::, t' N4 ',.;,;!.'N,...4:1FZI ilf. 'J. .7A, .1. ;I 0 1.1 I 5 N5 5 I 0 I 0 I 6 446:.,..7';:, 2:L5'..: •.,''''FIT.:71;: 7.7 _7 `.SA'illi. X 7. 1 .;,;`,,,1 '._.2. I 76;i: 7 I N7 I 9.67 I 0 1 0 B,. 1 :7..7,1 ::''.7.N8'... ,7 .„.77 :E.: ..:.....,.72.AA7,;:,.;.::,::....; ..;:,1;....,'.1,'„ '..,xi77 ..1.2 T1) 91 N9 I 14.34 I 0 I 0 I'.,. 10 ,I I' "2 2.:" 'T. T. 9434,„,..:7 ...:1".'.`.' 71.1A7.. ''''s. 1...•_ A Page 1 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 DBL. TUBE DESIGN Joint Deflections LC Joint Label X go) Y gill Rotation [radl 1 1 8 1 N1 1 0 1 0 1 -3.1e-3 ":.2 11' 8 ,[.:N2 ..12,11 :A) 'AL ','7,07._. _I' L ,...':'31tL3 3 1 8 1 N3 1 0 I 0 1 1.5e-3 .,.4..,:l .8 If :2, :3 N4- ..:1.,.... ,..„.„....,1 ...Al.._ t.... L..: A. _I. 7. t -1 5e-3 5 1 8 1 N5 1 0 1 -.5 1 6.3e-4 6...S1'..',..2.1'6.. I: 1 1. :._::N62...:. ..2:':" _...1. .1='::':, 7 iti 1 r'' ..5." II' 6:e4t 71 8 I N7 1 0 1 0 I 0 6. I .7,8 1 ...:..48 dc,...'.'. ...::".0;;,.:. L....1'r. :2 1 .0 7.„ ..1._:. 9 1 8 1 N9 1 0 1 -.5 1 -6.3e-4 10 I: 4 .1: 7 .1 :0.7 1 '..-...6' ....',1: :.."..786-4 Joint Reactions (By Combination) LC 11 8 I 1 3 I 8 1 4: .8. 1 5 1 8 I Joint Label N4 N3 •Totalg. COG (ft: Load Combination Desian Description ASIF CD ABIF 1 ASCE 1 2 ASCE'2-(ai 3 ASCE 2 (bl 4 ASCE Val 5 ASCE 3 (a) 6 ASCE 3-(b1 7 ASCE 3 (cl 8 ,ASCE 3:(d1 9 ASCE 3 (el 10. ASCE`31f1 11 ASCE 4 (al 12 ASCE 41b1 13 ASCE 4 (cl 14 'ASCE 5 15 ASCE 6 16 ASC-E 7 Load Combinations I 1 1 ASCV Desc I IASCE 216);I:Yes:r; 3 1 ASCE 2 (b) 1Yes 1 lASCE2Yes 5 1 ASCE 3 (a) Yes' l'•ASCE 3 7 1 ASCE 3 (c) 1Yes 1 8 11 ASCE 3(d)1Yeel„' 9 1 ASCE 3 (e) 'Yes 1 'FASCES(f) Yej .1 11 I ASCE 4 (a) IYes 1 ASCE 4(b)1Yei 1. 12 RISA-2D Version 8.0.3 [C:\RISA\10230 TUBING.r2d] Nov 4 2010 11:37AM Checked By x gbi UM MZ Db-ft] I 101.1 1 67.5 1 0 ..r. 'o 1 .257 I 0 I -101.1 I 67.5 1 0 0 :1- '392.1 I X. 9.7 I Y. 1.2 I Service Hot Rolled Cold Formed Wood Concrete Footings Yes Yes 1 I Yes 1 Yes Yes .r.Yes..... 'I 1 Yeg 1". :YeS2 Yes Yes I 1 Yes I Yes Yes 1': 7 1 •Yei Yes Yes I 1 Yes I Yes Yes. ...Yee ',I,. f A.: :..Y6i .1,... .Yei: Yes Yes I 1 Yes 1 Yes :.Yes. :ye: 1. ::',If .Ye.. Yes Yes I I Yes I Yes Yes 1' ,...r .y6§. ...,.1,.. ...Yes Yes Yes 1 1 Yes I Yes 'Yes,: .:r 'Yed.. 'I 1 :I' Yes :1 ¥.41r Yes I I Yes I Yes :Yes 1: ...„2 .1 ;Yei Wes Yes Yes 1 1 Yes 1 Yes Yes t''....'::.'::::. .1;`,.' IS(61: '1.: ..,1'''„:' PDeI r siRss 1t rvi B LC rec BL racto ractor ractoIB rac ractl B LC r 1 lOL 14,1111211:A 'ILLS 1 1 I DL1 1.2 I LL 1 1.6 ILLS' 1.6 1 SL 1 .5 11 II I I II I 1'21 1 1 DL 1 1.2 1 RLL1 1.6 1 LL 1 ILLS1 1 1 1 1 1 1 1 1 1 1 _11 13L1 RLL1 l'AlWbIA'A I '"71r."1:7 .A I DL 1 1.2 1 SL 1 1.6 ILL 1 1 1LLs1 1 1 1 1 1 1 1 1 1 :SLA,1.-LA AWL 1 A, 1 1DL I 1.2 RL I 1.6 1 LL 1 1 11-1 1 1 I 1 1 I 1 I 1 4RL:1=1-Alj8ILI:" A r :r '11 "'I" 1 1 DL 1 1.2 IWL 1 1.6 1 LL 1 1 ILLS 1 1 i7L1 .5 1 1 1 1 ET 1 1: 'I'LL I, '1 'JUST 1SL 1 Page 2 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 DBL. TUBE DESIGN Load Combinations (Continued) Description Sol... PDelta 1 13 1 ASCE 4 (c) 'Yes I 1-14TASCE.6'.. 1 15 1 ASCE 6 IYes1 1:461,H ,ASCE7 IYesl :7 Member Distributed Loads (BLC 1 Member Label 111 M1 Member Distributed Loads (BLC 2 Member Label 111 M1 Joint Loads and Enforced Displacements Joint Label L.D.M No Data to Print Member Point Loads Member Label Material Takeoff Material 1 1 Hot Rolled Steel 1 1, .2 .1 .316L I 3 1 Total HR Steel 1 Direction Direction Size Piece 'SS1x3/32 7 General Material Properties LAW E fksi] G ficsg NW Therm 01E5 Fl Densitypb/ft^3) 1 1 aen Conc3NW I 3155 1 1372 I 15 1 .6 I 145 2 I.Petir .ConC4NW..*.1., 3644 ...k. .1584 1 .15-, **.,I,, 2, i *5: 3 I aen Conc3LW 1 2085 I 906 1 .15 1 .6 1 109.999 4-.1. :pen '1.: 2 2408' ..:I. .1047 .„1..`,.' :45'1 ..7k Ir..... .6; 21. .109:999:.* 5 I pen Alum 1 10600 I 4077 I .3 I 1.29 1 173 :;'..5...:.:1*, .,:den steel ;.r..'290011 ,1 11154..: ..17.. `,.AK I. .,„J „;,1, .,,,.1,: 7 1 RIGID 1 1e+7 1 I 0 1 0 1 0 Hot Rolled Steel Properties LAW E [ksi) G MO NM Therm (\1E5 F) Density[lblft^3] Yield(lcs0 I 1 I A36 Gr.36 1 29000 I 11154 1 .3 1 .65 1 490 1 36 1::'4,-;1,i, A .A5720r, 50 s. ,,,t, .,29000...,. *'1, r'::164W =.66 ..,1 ,50,.... 1 3 1 A992 1 29000 1 11154 1 .3 1 .65 1 490 1 50 I 1.-4,7.1. 7'Asoci Gi42 '29006:2 .11154 '51', 4 *:Ii.. 7,1 65*. ..7'177„ 490'::,*,... 1 ".":'&;42 1 5 1 A500 Gr.46 I 29000 1 11154 I .3 1 .65 1 490 1 46 1 1!''6•Til'..: 316L 1.: ..28000.,,l.,1.1000, 'F. 27 i., 1, .....:96 ,I ,484. 1, I, .42; RISA-2D Version 8.0.3 [CARISA\10230 TUBING.r2d] Nov 4 2010 11:37 AM Checked By SRSS BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1 I DL 1.2 1WL11.6 ILL 1 1 ILLSI 1 I RL I .5 1 1 1 1 1 1 I IDLI .9 IwL11.6 I I I I I I 11 II II I :9 7.1:EL1. "I DEAD) Start MagnituderJblft..,End Magnitudeflb/ft d. Start Location[ft.%] End LocatignIM 1 -10 1 -10 1 o 1 0 SNOW) Start Magnitude[lb/ft..,End Magnitude[lb/ft d Start Locationjft.%J End Location[ft.%] 1 -12.5 1 -12.5 1 5.67 1 13.67 Direction Direction Magnitude(lb.lb-ffi No Data to Print Magnitudeffb.lb-ft in.rad lb*s^2/ft] Location[ft.%1 Length[ft) WeightELB1 40:4 1 44.5 1 40.4 Page 3 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 DBL. TUBE DESIGN 7 8. 9 11 -12 13 14 15 16 17 18 19 21 22 23 '24 25 .26 27 '28' 29 .30 31 32 33 '34 35 36. 37 1 39 1 41 43 Member Section Deflections LC Member Label Sec 1 8 M1 11 3 1 3 5 1 5 1 6- 1 7 :7 8 1 9 45 47 49 51 53 55 156: 8 8 8 8 M2 1 1 M3 M4 M5 M6 3 4 5 7 8 9 I( 1 2 3 4 5 7 9 1 1. :a 3 5 7 9 1 f 2 3 4 5 0 0 0 0 0 0 0 0 o x giro 0 0 0 o 0 0 0 0 0 :0. 0 0. 0 0. 0 0 -.5 -.5 0 0 0 Nov 4 2010 11:37 AM Checked By v [in) (n) L/y Ratio O NC -.5 1 464.7 1 2008.8 ;2008.8 -.5 1 493.9 L. 464.7 -.3 1 867.5 0 1 NC "41448 2930.3 S -29879' 0 1 3903 1.. 0 1 NC o 1, NC O 1 NC 1 0 1 NC .1047.2 .5 1 467.3 1 5872 O 1 3389.8 0 1 .3389.8 .4 1 587.2 5 "1. „467.3. .2 1 1047.2 ...1. O 1 NC 0. .."1 NC• 0 1 NC O 1 7114.2 O 1 2987.9 ,0 I 293113. O 1 4144.8 O 1 NC NC O 1 8319.7 O 1 5716.1 0 1 6236 0 16466,' O 1 NC 1 NC O 1 NC :NC; I; O 1 NC ":116 O NC RISA-2D Version 8.0.3 [C:\RISA\10230 TUBING.r2d] Page 4 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 DBL. TUBE DESIGN Member Section Deflections (Continued) LC 1571 I 58 1. I 59 I I 61 1 8 I 621' :.I 63 1 1 64 ft: I, 65 I I 67 1 I 1_68 I' 1.' 691 I 1.70 .1 I Member Section Forces LC 1 1 8 1 .2` 13 5 .6 8;. 9 '10 11 8 12` 13 1 4 15 :16." 17 18 19 20 21 8 '22 23 .24. 25 .26 27 '128 29 31 8 1 33 I :34 35 37 :38 1 39 Member Label M1 Member Label 7 1 1 9 I M2 1 1 I I 3 1 1 5 M7 Sec &Rol 1 7 1 0 1 9 I 0 I 1 .I 1 3 1 I 4 I 5 1 -.5 I 7 I .5 1• 8.:.I :5: I 9 I 1 10 _.I. .,101;:9 101.9 1004. 100.4 "1004' 46.1 48.1 s 46.1 ,46 :1 46.1 46.1 RISA -2D Version 8.0.3 [C \RISA \10230 TUBING.r2d] San Axialflbl Shearf b) 1 1 1 100.4 I 47.5 I..._,.. ,2_,a,... :.,JL 1004 :I :21:7 1 3 I 100.4 I -4.1 .'I s: 4:','. 1-....., 101:9... .I' :1' I 5 I 101.9 I -68.9 .68.9 1 .1 I -21.7 1 100.4 :1' 1 100.4 ":1004 1 100.4 v �jp1 0 0 0 0 0. I 7 1 46.1 1 1 00.4 1 8 '461 I .,100.4 I 9 1 46.1 1 100.4 1 10 =11 46:1: I 100.4 M 3 1 1 I .7 1 -21.4 2': f. ;7...... 1 71':4 I 3 I .7 1 -21.4 :.K 1 4 I 7 t. 1, 70' 1 5 1 -.7 1 26.7 A., E -:7 I 7 1 -.7 I -26.7 ,1 4 7 1 I '..;i_ -21:4 I 9 I .7 I 21.4 M4 1 1 I 46.1 1 -100.4 ,r. :.I 23.. I., ,46.1': 1`. 1 3 1 46.1 I -100.4 I 5 I 46.1 I -100.4 :46 :1`. s:. ",I. 100:4. 1 7 1 46.1 1 -100.4 1 8..,... I 46:1. h ,,-100.4 1 9 1 46.1 I 100.4 0 0 O I NC O 1 8319.7 5716.1 5663 :8 6236 11 '7945'6` NC Nov 4 2010 11:37 AM Checked By (n) Uv Ratio NC .'■C NC Momentpb -ftl 66.2 -27 y= 42:5... 31.7 42.5 -8.1 66.2 53 :2 40.1 :27'1:. 14 -12.1 38.2 -51.3 5.2 40.8 34.4 434.4 23 .408:..' -5.2 51.3 -25.2 .9 27.1 53.2 Page 5 :1 Company ZENOVIC ASSOCIATES, INC. Designer SRH Job Number 10230 DBL. TUBE DESIGN Member Section Forces (Continued) 1 40 141 I,42; 1 43 L 44 45 46: 147 1.48 49 50, 51 52 53 54 55 56'. 57 58' 59 60, 61 62 63 =64. 65 67 .68 69 "70 LC Member Label Sec :I ,.....10 8 I M5 1 3 :1 81 I T. 'I. .1. M6 8 I M7 Member Section Stresses 5 7 9 10 1 3 5 6 7 9 10 1 3 5 6:. 7 8 9 10: LC Member Label Sec 1 1 8 1 M1 I 1 3 1 I I 3 5 I I 1 5 7 I I 9 I I 11 18 1 M2 13 1 I I 3 15 I I I 5 if.. 17I I I 7 _S 19 1 I I 9 21 1 8 I M3 I 1 Axial 1 .::2 48.2 48 :2 48.2 48.2 48.2 .z. 48.2 48.2 48.2 48'2 203.6 203:6 203.6 203 :6 203.6 203 :6 203.6 .203`6 203.6 203 :6 48.2 48 :2 48.2 48.2 .48:2 48.2 48 :2, 48.2 48:2 Axial[ksi] .4 4 .4 .4 .4 :4,, .4 i., :4., .2 .2 .2 .2 .2 0 0 Shear[ksi) .4 2 0 Shearflbl Momentflb -ftl 1.00:4.. a:.....,. ,r .:6B }2 -1.4 I 5.8 -1.4 1 6.2 -1.4 1 6.5 -1.4 I 6.9 -1.4 1 7.3 1 :4. =:1 :._7 :4 0 1 0 O "......h 0 O I 0 o IA. O 1 0 0 I....z. 0 I 0 O 1 0 ,0 _...o_..:.._:. 1.4 I -5.8 1;.4, I 1.4 I -6.2 1.4 1 -6.5 ..3.,,..., 1 :4 1.4 I -6.9 1 :4. 1.4 1 7.3 1 :4. I 4:4 Top Bendingfksil Bot Bending[ksil -14.2 I 14.2 5.8 1 -5.8 .5 I -6.8 I 6.8 ..I„ t-68.. Y :618` 9.1 1 9.1 .2 I 1.7 I -1.7 -14.2 I 14.2 I`.. 11=4 ".I '..r: '1 14° -8.6 I 8.6 -3 I 3 r .,..2 "a 2.6 I -2.6 -5A 8.2 I -8.2 11 I -11 _1 :.1.1 ::I 1'1 Nov 4 2010 11:37 AM Checked By RISA -2D Version 8.0.3 [C :\RISA \10230 TUBING.r2d] Page 6 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 DBL. TUBE DESIGN Member Section Stresses (Continued) 1 23 2 25 26. 27 29 30 31 32: 33 34 35 '36: 37 ;AA 39 46. 41 42 43 44' 45 :46 47 -48 49 50 51 53 54: 55 56 57 58 59 60 61 62 63 64. 65 1 67 1 69 IC.70 LC 8 8 8 8 Member Label Sec Axial[ksj] Shear[ksil Too Bendingrksil Bot Bendinalicsi) 3 0 -.2 -8.8 1 8.8 1 :2 7 7 7 7 -7 7,. rk9rL4„..,. fr,...7.„„kL.7*: 5 0 .2 7.4 1 -7.4 1 :r '1 ;7E,0**: fr C.::: „.:ri,;,41 7 0 -.2 -4.9 1 4.9 0. i •.'7 .11 7 T. .J ',X....T.' .'4887,„,..:: 7:1...s. :.::F2`,;,... 9 0 .2 1.1 1 -1.1 .....T.101 ":"-,`..,.`,:f „...7. Al' .l,' .',.1.1:.A111.,,7*., 'fr.7.7 M4 1 .2 -.7 11 1 -11 1 ..-i1".: i''. ,."-'f2.:., .58Z.,..,„.:..,,,,:i. 2: 3 .2 -.7 5.4 1 -5.4 2= .ink i:,..,2A'...: 5 .2 -.7 -.2 1 .2 ..2 6. 'I.::: 7 .2 -.7 -5.8 1 5.8 8' .:2' '..7.2," 2., .r. .1: ..,...7 416,'`..`... 9 .2 -.7 -11.4 1 11.4 10 442 ,,IT, 44-7.2... M5 1 .2 0 -1.2 1 1.2 2: 7 7: ..2."....... 7 :*!0:: .....:1*-.8. I:. A. ,3: 3 .2 0 -1.3 1 1.3 ,:2 ,0. '1, 1' ..4',. 5 .2 0 -1.4 1 1. ..2 0 :,17. 7 7, 7 .2 0 -1.5 I 1.5 A7:: 7 1 7 .AA 1 1.1: .'4..T5, 9 .2 0 -1.6 1 1.6 ...:2 =1''..6.:: 1., 7 ;......‘1 M6 1 .8 0 0 1 0 2 .:8, 0 0: '1' „...10."." 3 .8 0 0 1 0 4 8 II:. .0 'I' .0: 5 .8 0 0 I 0 :8 I}, 7 .8 0 0 1 0 2:0; 1 1 0. 9 .8 0 0 1 0 10: M7 1 .2 0 1.2 1 -1.2 'I.. 2 .A :,,...f 13. 3 .2 0 1.3 1 -1.3 4,1 710;1'. 7 7 **'i 7 I. *,,41 5 .2 0 1.4 1 -1.4 _14 ..C., -,,,A4,..,.. 7 .2 0 1.5 1 -1.5 2 X 1 11:. 7- 7 7 7!: 77 .yr,`..': 7 *,.1'25•.. 9 .2 0 1.6 I -1.6 :IL°.'''': ..'."1 RISA-2D Version 8.0.3 [C:\RISA\10230 TUBING.r2d] Nov 4 2010 11:37 AM Checked By Page 7 1257 L X Loads: LC 12, ASCE 4 (b) Results for LC 12, ASCE 4 (b) Reaction units are lb and lb-ft ZENOVIC ASSOCIATE. SRH 10230 CENTER TRUSS DESIGN 535.61b 1331b Nov 4, 2010 at 11 13 AM 10230 TUBING TRUSS.r2d Beam M3A Shape: SS2x.125 Material: 316L Length: 1.5 ft I Joint: N2 J Joint: N5 LC 12. ASCE 4 (b) Code Check: 0.320 (bending) Report Based On 100 Sections 1 at 7 ft fa 0 at 0 ft fc 9.5 at 7ft -9.5 at 7 ft ksi ksi ksi RISC 13th ASD Code Check Max Bending Check 0.320 Location 7 ft Equation Bending Flange Bending Web Fy Pnc/om Pnt/om Mn /om Vn /om Cb 42 ksi 22766.5 Ib 23577.8 Ib 1383.6 lb -ft 6.1 Ib 1.4 H1 -1b Compact Compact Lb KUr Sway A V 133 at 7 ft 23.9 at O ft 536 4 at 7 ft -628.3 at O ft 438.9 at 7 ft -9.6 at 0 ft 0 at 0 ft D L Comp Flange Oat 1.5ft Max Shear Check 0.102 Location 0 ft Max Defl Ratio L/374 Compression Flange Non Slender Compression Web Non Slender Out Plane In Plane 1.5 ft 1.5 ft 23.5 23.5 No No 1.5 ft Ib Ib lb -ft in Beam M3 Shape: SS1x3/32 Material. 316L Length: 3 ft I Joint: N3 J Joint: N4 LC 12. ASCE 4 (b) Code Check: 0.251 (bending) Report Based On 100 Sections -6 at 1.5 ft 3 at 0 ft Oat 1.3ft -3 at 0 ft ksi ksi ksi AISC 13th ASD Code Check Max Bending Check Location Equation Bending Flange Bending Web Fy 42 ksi Pnc/om 3063 Ib Pnt/om 6792.9 Ib Mn /om 163.7 Ib-ft Vn /om 2 Ib Cb 2.6 0.251 1.5 ft H1 -la Compact Compact Lb KL/r Sway A D L Comp Flange 1334.8 at 0 ft 1628.7 at 1.5 ft 0 at 1.5 ft V -10.9 at 0 ft -14.2 at O ft 0 at 0 ft Max Shear Check 0.005 Location 0 ft Max Defl Ratio U1187 Compression Flange Non Slender Compression Web Non Slender Out Plane In Plane 3ft 3ft 111.9 111.9 No No 3ft Ib Ib Ib -ft in Beam MI Shape: SS1x3 /32 Material: 316L Length. 3 ft I Joint: N1 J Joint: N2 LC 12 ASCE 4 (b) Code Check: 0.432 (bending) Report Based On 100 Sections 47 at 0 ft 2.3 at 2.3 ft 2.1 at 3 ft fc ft -2.1 at 3 ft Equation Bending Flange Bending Web Fy 42 ksi Pnc/om 3063 Ib Pnt/om 6792.91b Mn/om 163.71b -ft Vn/om 21b Cb 2.3 v ksi AISC 13th ASD Code Check Max Bending Check 0.432 Location 7 ft H1 -la Compact Compact ksi ksi Lb KUr Sway A 1257 at 0 ft L Comp Flange 3 ft 628.3 at 2.3 ft 253at2.3ft V -5.6 at 0 ft 8.8 at 2.3 ft -9.6 at 3 ft 0 at 3 ft Max Shear Check Location Max Defl Ratio Compression Flange Non Slender Compression Web Non Slender Out Plane 3ft 111.9 No In Plane 3ft 111.9 No 0.012 2.3 ft L/1187 Ib Ib Ib -ft in Beam: M4 Shape: SS1x3/32 Material 316L Length: 1 ft I Joint: N3 J Joint: N6 LC 12: ASCE 4 (b) Code Check: 0.137 (bending) Report Based On 100 Sections .8 at 0 ft 4.2 at 0 ft fc 0at.8ft 0at.8ft ft 4.2at0ft AISC 13th ASD Code Check Max Bending Check Location Equation Bending Flange Bending Web Fy 42 ksi Pnc/om 6211.3 lb Pnt/om 6792.9 Ib Mn /om 163.71b -ft Vn /om 21b Cb 2.1 0.137 Oft H1 -1b Compact Compact ksi ksi ksi Lb KUr Sway A 205.6 at O ft L Comp Flange 1 ft 25.8atOft V, 6.3at1ft -197 at 0 ft 0 at 0 ft D 0 at 1 ft Max Shear Check Location Max Defl Ratio Compression Flange Non Slender Compression Web Non Slender Out Plane In Plane 1 ft 1ft 37.5 37.5 No No 0.013 Oft L/727 Ib Ib Ib -ft in Beam M5 Shape. SS1x3/32 Material. 316L Length. 1 ft I Joint: N6 J Joint: N7 LC 12: ASCE 4 (b) Code Check: 0.032 (bending) Report Based On 100 Sections 6 at 1 ft 4 at 0 ft -.6 at 1 ft RISC 13th ASD Code Check Max Bending Check 0.032 Location 1 ft Equation H1-1b Bending Flange Compact Bending Web Compact Fy 42 ksi Pnc/om 6211.31b Pnt/om 6792.9 Ib Mn /om 163.7lb -ft Vn/om 21b Cb 1.2 ksi ksi Lb KUr Sway 1 1 at 0 ft V 17at0ft -2.8 at 1 ft 0 at 0 ft L Comp Flange 1 ft D 0 at 1 ft Max Shear Check 0.001 Location 0 ft Max Defl Ratio L/1018 Compression Flange Non Slender Compression Web Non Slender Out Plane 1ft 37.5 No In Plane 1ft 37.5 No Beam M6 Shape: SS1x3/32 Material 316L Length: 1 ft I Joint: N7 J Joint: N8 LC 12: ASCE 4 (b) Code Check: 0.045 (bending) Report Based On 100 Sections 7 at 0 ft 1 at 1 ft fc Oat.2ft 0 at .2 ft ft -1 at 1 ft MSC 13th ASD Code Check Max Bending Check Location Equation Bending Flange Bending Web Fy 42 ksi Pnc./om 6211.31b Pnt/om 6792.9 lb Mn/om 163.71b-ft Vn/om 2 lb Cb 2.1 0.045 1 ft H1-1b Compact Compact ksi ksi Lb KUr Sway A 190 7 atOft 6.1 at 0 ft V -4.8 at 1 ft 0 at 0 ft D 0 at 1 ft L Comp Flange Out Plane In Plane 1 ft 1 ft 37.5 37.5 No No 1 ft Max Shear Check 0.003 Location 0 ft Max Defl Ratio U1436 Compression Flange Non-Slender Compression Web Non-Slender Ib Ib in Beam. m7 Shape: SS1x3/32 Material: 316L Length. 1 ft I Joint: N8 J Joint: N4 LC 12: ASCE 4 (b) Code Check: 0.043 (bending) Report Based On 100 Sections -.8 at 0 ft 1 at 0 ft Oat 7 ft -1 at 0 ft Equation Bending Flange Bending Web Fy 42 ksi Pnclom 6211.31b Pnt/om 6792.91b Mn/om 163.71b-ft Vn/om 2 lb Cb 2.1 ksi AISC 13th ASD Code Check Max Bending Check 0.043 Location 0 ft H1-1b Compact Compact Lb KUr Sway -6.5 at 0 ft V D 2 at 1 ft -4.5 at 0 ft 0 at 0 ft Max Shear Check Location Max Defl Ratio Out Plane 1 ft 37.5 No L Comp Flange 1 ft In Plane 1 ft 37.5 No 0.003 Oft U4593 Compression Flange Non-Slender Compression Web Non-Slender Ib Ib Ib-ft in Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 CENTER TRUSS DESIGN Basic Load Cases BLC Descriotion Category X Gravity Y Gravity Joint Point Distributed 1 1 DEAD 1 DL 1 1 1 1 I 1 1 I.L 2 1 SNOW; SL 1, .::I' I •.:1:: `1: 1 1 3 I WIND I WL 1 1 I 1 1 1 I Joint Deflections LC 1 1 12 1 .2 .,,_._12 1 3 12 .,4 12 5 12 6 12 1 7 12 I 12 Joint Label N1 N2 N3 zN4 .r N5 N7 N8 Nov 4 2010 11 16 AM Checked By Joint Coordinates and Temperatures Label X ut1 YAW Temp [Fl 1 1 N1 1 0 1 0 1 0 1 2 -.N2, -1.. 3'.,. 1 ':0.. I. b. 1 3 N3 1 3 1 .67 1 0 1. .4 '1 ..0 ..h_ ,...61* :'I :0 1 5 N5 1 3 1 1.5 1 0 1 ''6 .'N6 `1':..... `2:25 2 '1 0' .1 7 N7 1 1.5 1 .67 1 0 1 1' '43' ?N8 I :75` 0 ,1 =0- -1 X iql Y_Fin Rotation fradl O I 0 I 1.5e -4 ,,0. 'I• '''..'2', 0...,'. I 1:2e -3 O 1 0 I 2.4e -3 ti ,.f.., ....0 1 21e-4. O 1 0 I -4.1e-3 0 .1 J 0 1 1 2e-3 O 1 0 1 7.6e -4 O :I. 0. 1 4.4e -4 Joint Reactions (By Combination) LC Joint Label X ,1 Y,Bbl 1 1 1 12 I N4 1 1792.6 1 139.1 :2 .:I .12':..1 N1`R'. 1 1257,:' ..:1 1': 3 I 12 I Totals. 1 -535.6 1 133 1 1: 12 1.. 'COG (-111 I Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 11 I ASCE 1 1 I I 1 Yes 1 Yes 1 I Yes 1 Yes 1 .2 1- 2.(al:. I i° 41 1 ;Yes <l Yes 7 t. 1:.:„ Yes :I,:r`, :Yes. 13 I ASCE 2 (b) 1 1 1 1 Yes I Yes I I Yes I Yes 1.'4 .I .,ASCE 2 (61; -.-Ti 1'. ,:,Yes- =L,... Yes-" r I :Yes.,.. `.Yes 5 I ASCE 3 (al I I I I Yes I Yes I I Yes I Yes 77 77...._ 77 77. 6_,.;1 :ASCE (bl° 1:,.... -,.n I a1" =1 a w. :Ye 1' Yes:_ '.r,'' a... Yes.' Yes 7 I ASCE 3 (c) I I I I Yes I Yes I I Yes I Yes ''.18'/. .K X env x i ti 9 i c '1 ASCE'3 (d) It..... :x: <I_ ':,7 7 7«7.. `1... __:x7,;. r;. Yes N ,'.1 :..:Yes ?1 ,.a Yes.....;f Ye.. §c I ASCE 3 (e) I I I I Yes I Yes 1 I Yes I Yes Z e s ^Yes_ 10• �ASCE'3'(fl9� I, 7777.. J ,a I If_ ,�.Y :3:x7.. ,1. yYes,, Yes. r: 11 1 ASCE 4 (al I I I I Yes 1 Yes 1 1 Yes I Yes 12 1 „ASCE 4'.(J h uY.:::. ,'f. 'IL I Yes :,1.',• ¥esr.....:I ,1= `:Yes.. 1.... YesLL:: 13 I ASCE 4 (cl I I I I Yes I Yes I I Yes I Yes 14 .1'. .ASCE 5 "I I _Ai Y e s Pes :K. L ._.'Yes:. 17 Yes 15 I ASCE 6 1 I I I Yes 1 Yes I I Yes I Yes 1.:16 ::1 .ASCE .7' 1 1.. Yes :1'... Yes.... .1 I "Yes 'I Yes RISA -2D Version 8.0.3 [C: \RISA \10230 TUBING TRUSS.r2d] Page 1 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 CENTER TRUSS DESIGN Load Combinations D PD 1 SRSS I Fyr 7c, 4 0r i BLcractor.c FactoriBLC I Factor I BLC I Fector i BLCractor i BLC I Factor I BLC 1 I I'esI 2 _.1ASCE12:(6),IYeir.. ,•Y 1 DL li 2 1 LL 1 1 6 LLS 1 1 6 1 RLLI 5 1 1 7 1, 7 ,:...71 1 74.7.F 1 3 IASCE 2 (b) 1Yee I Y I I DLI 1,2 ILL 11.6 ILLSI 1.6 ISL 1 .5 I I I I II II ltiL:1112•1 ILL7 1 6 1 LLS 1 6iRL 1 5 1 I 1 1 Dr: 5 1ASCE 3 (a) 1Yes 1 Y I IDLI 1.2 IRLLI 1.6 I LL I .5 ILLSI 1 I 1 I I I I I I DLI 1 2 IRLLI 16 IWLI 8 L "71 7,7 7 I ASCE 3 (c) 1Yes1 Y I IDLI 1.2 I SL I 1.6 I LL I .5 ILLSI 1 1 1 I I I 1 I I 9 I ASCE 3 (e) !Yes 1 Y 1 IDLI 1.2 I RL I 1.6 1 LL 1 .5 ILLSI 1 1 I I 1 I 1 I 1 0 IASCE3(f)lYesI y.. 1: J DLI12IRLII6IwLL8 1 1 1 I 11 I ASCE 4 (a)1Yes1 Y 1 IDLI 1.2 IWLI 1.3 1 LL 1 .5 ILLSI 1 IRLLI .5 1 1 1 1 1 1 1:ASCE:4(13):1•Yes 1 1 1 DL1A:.2 IWL 11 3 1 LL :1 :57::ILLS1 1 1SL:1 5 1 1 1 1. 13 1 ASCE 4 (c) 'Yes 1 Y 1 I DL 1 1.2 IWL 1 1.3 I LL I .5 ILLS 1 1 I RL I .5 I I I 1 I I 1 11ASCE;5..1Yell Y 1 '.f.I.DL 1111:LEL.1 1 .1 11:11 5 ILLSI 1 ..-ISL1 .2: 1 1 1 1 1 :„'r:1•:' 7 15 I ASCE 6 Nee 1 Y 1 I DL 1 .9 IINI..11.3 1 1 1 1 1 1 1 1 1 1 1 I 16 I .IYeS I 1 IDLI9IELIII 1 1 1 1 1 1 1= Joint Loads and Enforced Displacements (BLC 1 DEAD) I Joint Label N5 Jointlabel 111 N5 i.n.m 1 Joint Loads and Enforced Displacements (BLC 2. SNOW) Joint Label L.D.M 1 1 I N5 1 L 1 Joint Loads and Enforced Displacements (BLC 3. WIND) L.D.M 1 L Direction Direction X Member Section Deflections (By Combination) LC Member Label Sec Kra I 1 1 12 1 M1 11 1 0 I 1..1'2 .1 I: ..1:' :1: 7.:',.....:.,.. ,..2 10',7'''''' I RISA-2D Version 8.0.3 [CARISA\10230 TUBING TRUSS.r2d] Direction Nov 4 2010 11 16 AM Checked By Or Magnitude[Ib.Ib-ft in.rad lb*s^2/ft] -90 Magnitudeub.lb-ft in.rad lb*s^2/ftl -50 MagnitudeDb.113-ft in.rad Ib*s^2/ft] 1 412 Material Takeoff Material Size Pieces LengthITO WeightILB1 1 1 I Hot Rolled Steel 1 1 1 1 1 "..,1'..,11 ,..316L .1 T.2 ....:SSIX3/32'. 1', ...S. „.1...... :6:..„.., ...1: I .10 .......1 2. 9...1 3 1 316L 1 SS2x.125 I 1 1 1.5 1 4.7 1 1. 4 _1 TOtal 1„ 2.,i, .7 7,1 1.C.1,.. i... „1:„.1."„, ft.s:.:,,,, .'•1..... •.:-;;I•31.8 Member Primary Data Label I Joint J Joint Rotate(deo) Section/Shape Type Design List Material Design Rules I 1 1 M1 1 N1 I N2 I 1 TUBE 1 Beam I Pipe 1 316L 1 Typical I t T,N3..21 .-1: "..7:1',Beaiii.,, I Pitie :,1 niiiidiif I 3 I M3A I N2 I N5 1 1 SO I Beam I Tube I 316L I Tvoical I 1 4:::1: '1..!a4 '.W6::::1 `.''.4.7.7W-2i IleaitrNIc :,:316t.f: 7 "Typical I 5 1 M5 1 N6 1 N7 I 1 TUBE 1 Beam 1 Pipe I 316L I Typical 1.•:6::=1:2, .1:: :N8,:1,',. $7, 7 :1 4:TUB5. ,134iiii 7,...77.' Pi0:.`.:71:. :gl''.7A1 71 .Nceie.ar :1 7 1 M7 I N8 I N4 I 1 TUBE 1 Beam I Pipe I 316L I Tvoical y_rint (n 11../y Ratio 0 I NC 1 o Page 2 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 CENTER TRUSS DESIGN Member Section Deflections (By Combination) (Continued) LC 3 4, 5 >6. 7 ..8 9 10 11 12 13 :14. 15 16 17 18 19 1..20• 1 21 22 23 24 25 1 26 127 28. 29 30. 31 32. 33 34 35 36 37 38 39 46 41 42 43 44 45 47 49 50` 51 .�52. 53 154 f. 55 56. 57 59 12 12 12 12 Member Label M3 M3A M4 M5 M6 Sec 3 :47 5 7 9 t 10- 3 5 7 8 9 1 2 3 4 5 7 9 10 1 2 3 5 6 7 8 9 1 3 x finl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :0 0 .0 0 0 0 0 0 0 0 0 0 {ri 0 7 I 0 :.0 9 1 0 v tint 0 0 0 0 0 :0. 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 0 0 l 0 0 0 0 (n' Uv Patio NC 1‘°9562 :9' 5451.1 354213 2516.3 1452.4 1187.2 .1615.4 2139.3 ,<'2755 :2 3560.7 49964 7710.8 NC.: NC NC NC ,A3567.4 4002.2 ;2395.3 1568.1 ,''1'050 :5 752.7 .:..ti 453.5 -374 726.5 883.8 1081.3 °1333.3; 1665.5 .2130.1 2852.8 4218.8 8170.9 1018.4 1174.5 1370.9 1640:11. 2021.4 .`_2599`5. 3572.4 NC 1435.9 y fir „u .:1637:7 1911.1 tl 2855.5 373618 5270.5 ;8465:1. NC Nov 4 2010 11 16 AM Checked By RISA -2D Version 8.0.3 [C \RISA \10230 TUBING TRUSS.r2d] Page 3 Company ZENOVIC ASSOCIATES, INC Nov 4 2010 Designer SRH 11 16 AM Job Number 10230 CENTER TRUSS DESIGN Checked By Member Section Deflections (By Combination) (Continued) LC Member Label Sec x finl y finl hil Uv Ratio 1: 60 1, I 't f Ao "c ,Jrgc„ 0 NC I 61 I 12 I M7 I 1 I 0 I 0 I 4593 I;".62- I ....:1 t -2: :I T ;0 4 ri ,,,,1, 1, 0 ..,1,. 1.. :57361A I 63 I I 3 I 0 I 0 I 7164.2 '64 1 I 21,... ,4 'I 0" ,-tr. 0 1 8941 65 I I 51 0 I 0 1 NC S& .ST'l l'i,:` 1',..'' 61!.' 1 !...0 I 67 1 171 0 1 0 1 NC 68 h 1: 8; 1, 7 ,o eo 11 NC:, 69 I 191 0 1 0 I NC I. NC: Member Section Forces (By Combination) 1 2 3 5 7 9 11 12: 13 15 1:6 17 18' 19 10' 21 .12 23 24 25 26'. 27 I 29 30; 31 32 33 35 I:"36 I 37 3& 39 40 41 LC 12 12 12 12 12 Member Label M1 M3 M3A I 1' i. M4 M5 Sec 1 ,2 3 5 7 9 1 3 5 -6 7 :A. 9 .110 1 2 3 5 7.46; 7 9 1 3 74. 5 7 9 1 .2; AxiaIEJbl 1257 1257 1257 :954.8 954.8 954.8 :628:3 628.3 628.3' -1334.8 2 -1334.8 -1334.8 -1628.7 '4628:7 -1628.7 ...16287 23.9 23.9 ,23.9 23.9 133 133 133 _133 7 205.6 205.6 205.6 ..10516 205.6 .4056 205.6 -210 Sheet -5.6 -5.6 '1(6 1.6 1.6 25',31‘ 25.3 25:3 -10.9 -10.9 -10.9 0 0 0 0 4): -628.3 -628.3 -628.3 -6783 530.4: 536.4 ,53614 536.4 :536:4 -25.8 -25.8 zrk -25.8 -25.8 -25.8 1.1 VA Moment[lb-ftl 0 3.7 2.9 1.8 1 -1.2 1 -14.2 2 1015 -6.9 .3 .1 -2 -2 -9.6 199.8 304:5 409.3 I 268.2 -178.18C 1. 89.4 -19.7 -13.9 -8.2 -2.4 3.4 =6 -1.7 RISA-2D Version 8.0.3 [CARISA\10230 TUBING TRUSS.r2d] Page 4 Company ZENOVIC ASSOCIATES, INC Designer SRH Job Number 10230 CENTER TRUSS DESIGN Member Section Forces (By Combination) (Continued) 1 43 :.44 45 146 47 ,.48 49 50 51 52 53 54 55 56 57 :58 59 60 61 62 63 64 65 66 67 69 70 1 1 -.h 12 1 1 1 1 1 121 1 LC Member Label Sec Axialpba I 3 -210 v,. G...;'`. 1 4 -210 1 1 5 -210 1., „410 1 7 -210 :Il.. 48 -210 1 9 -210 7 1 =10: 210 M6 I 1 190.7 1 2 7..190:7 1 3 190.7 ...I 4 190:7 1 5 190.7 I. 6 190.7 1 7 190.7 I -8 190 :7 1 9 190.7 1 1(1' 1 90 :7' M7 1 1 -214 1 2 214.. 1 3 -214 214 1 5 -214 -6> -214 I 7 -214 3, I::......;8'.. -214 1 9 -214 1 10, 214.,. Shea I 1 1.1 1.1 :1.1 1.1 1.1 1.1 1.1 6.1 '6.1 6.1 ..6.1 6.1 6.1 6.1 6.1 -6.5 =6.5 6.5 -6.5 -6.5 6.5 =6.5 Nov 4 2010 11 AM Checked By Momentpb -ftl -1.9 2:'.1: _4 -2.2 -2.4 2 :5 -2.7 1.4 0 -1.4 -2.1 -2.7 =3:4, -4.1 -4.5 -3.1 =2 :3 -1.6 -.2 1.3 2. RISA -2D Version 8.0.3 [C• \RISA \10230 TUBING TRUSS.r2d] Page 5