HomeMy WebLinkAbout630 E Front St Technical - BuildingTECHNICAL
Permit F
Address Co
Project description Cvr* 60A h-RGeico
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Date the permit was finaled
Number of technical pages
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Leeward Walls -0 22
Side Walls -0 70
-8 19 -0 12
-17 37 -9 30
Elev Kz Kzt qz Windward Wall Total Shear Moment
ft psf +GCpi -GCpi -GCpi Kip K -ft
11 00 1 03 1 00 22 42 11 21
10 00 1 03 1 00 22 42 11 21
5 00 1 03 1 00 22 42 11 21
19 28 19 40 0 56 0 28
19 28 19 40 3 38 7 60
19 28 19 40 6 19 23 07
Note 1) Total Leeward GCPi Windward GCPi
2) Shear and Moment are sum of forces (Leeward +Windard) acting on bldg
Roof Dist from Windward Edge Cp GCpi(psf) GCpi(psf)
0 0 ft to 5 5 ft
5 5 ft to 11 0 ft
11 0 ft to 22 0 ft
22 0 ft to 105 5 ft
-0 90 -21 18
-0 90 -21 18
-0 50 -13 56
-0 30 -9 75
-13 11
-13 11
5 49
1 68
Parapet
Qp Pressure at Top of Parapet 22 42 psf
Type of Parapet Solid Top Elev of Parapet 2 75 ft
Parapet- Windward 33 63 psf Parapet- Leeward Press -22 42 psf
Low Rise Bldg Provisions per Fig 6 -10 MWFRS Transverse Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0 4 0 18 -0 18 22 42 4 93 13 00
2 -0 69 0 18 -0 18 22 42 -19 51 -11 43
3 -0 37 0 18 -0 18 22 42 -12 33 -4 26
4 -0 29 0 18 -0 18 22 42 -10 54 -2 47
5 -0 45 0 18 -0 18 22 42 -14 12 -6 05
6 -0 45 0 18 -0 18 22 42 -14 12 -6 05
1E 0 61 0 18 -0 18 22 42 9 64 17 71
2E -1 07 0 18 -0 18 22 42 -28 03 -19 95
3E -0 53 0 18 -0 18 22 42 -15 92 -7 85
4E -0 43 0 18 -0 18 22 42 -13 68 -5 61
1T 1 23 3 25
2T -4 88 -2 86
3T -3 08 -1 06
4T -2 63 -0 62
Low Rise Bldg Provisions per Fig 6 -10 MWFRS Longitudinal Direction
Building GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 0 4 0 18 -0 18 22 42 4 93 13 00
2 -0 69 0 18 -0 18 22 42 -19 51 -11 43
3 -0 37 0 18 -0 18 22 42 -12 33 -4 26
4 -0 29 0 18 -0 18 22 42 -10 54 -2 47
5 -0 45 0 18 -0 18 22 42 -14 12 -6 05
6 -0 45 0 18 -0 18 22 42 -14 12 -6 05
1E 0 61 0 18 -0 18 22 42 9 64 17 71
2E -1 07 0 18 -0 18 22 42 -28 03 -19 95
3E -0 53 0 18 -0 18 22 42 -15 92 -7 85
4E -0 43 0 18 -0 18 22 42 -13 68 -5 61
1T 1 23 3 25
2T -4 88 -2 86
3T -3 08 -1 06
4T
-2 63 -0 62
Date
Company Name
Address
City
State
File Location
LOADING wnd
Elev
ft
11 00
10 00
5 00
MECAWind Version 2 0 2 2 per ASCE 7 -05
Developed by MECA,Enterprises Inc Copyright 2010 www.mecaenterprises com
I
3/25/2010 I Project No
ZENOVIC ASSOCIATES INC Designed By
301 EAST 6TH STREET SUITE 1 Description
PORT ANGELES Customer Name
WA Proj Location
\Zen- server \data \Active Projects \10073 FIESTA
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Slope of Roof
Ht Mean Roof Ht
RHt Ridge Ht
OH Roof Overhang at
2
Bldg Length Along Ridge 105
Wall
Leeward Walls -0 50
Side Walls -0 70
1 03
1 03
1 03
Eave=
1 00 22 42
1 00 22 42
1 00 22 42
Roof Dist from Windward Edge
0 0 ft to 5 5 ft
5 5 ft to 11 0 ft
11 0 ft to 22 0 ft
22 0 ft to 29 Oft
Wall
CP
User Input
100 00 mph
II
N/A
1
11
0
0
0
0
0
11
11
00
50
09
11
15
13
12
00
00
00
11 21
11 21
11 21
ft
ft
ft
Data
Structure Type
Exposure Category
Flexible Structure
Kd Directional Factor
Zg
Bt
Bm
1
Zmin
Slope of Roof(Theta)
Type of Roof
Eht Eave Height
Roof Area
50 ft Bldg Width Across Ridge= 29 00 ft
Main Wind Force Resisting System(MWFRS)
Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi
Enclosed Bldg +GCpi 0 18 Enclosed Bldg -GCpi -0 18
Figure 6 -6 External Pressure Coefficients
Cp Loads on Main Wind -Force Resisting Systems(Method 2)
MWFRS -Wall Pressures Perpendicular to Ridge
+GCpi(psf) GCpi(psf)
13 56 -5 49
17 37 9 30
Kz Kzt qz Windward Wall Total Shear Moment
psf +GCpi -GCpi -GCpi Kip K -ft
19 28
19 28
19 28
24 77
24 77
24 77
Note 1) Total Leeward GCPi Windward GCPi
2) Shear and Moment are sum of forces (Leeward +Windard)
Cp +GCpi(psf) GCpi(psf)
0 90
0 90
0 50
0 30
MWFRS Wall Pressures Parallel to Ridge
-21 18
21 18
13 56
-9 75
Cp +GCpi(psf) GCpi(psf)
10073
SRH
REMODEL FOR FIESTA JALISCO
FIESTA JALISCO
PORT ANGELES WA
JALISCO \ENGR \Structual \WIND
2 61 1 31
15 68 35 28
28 75 107 15
acting on bldg
13 11
13 11
5 49
1 68
Building
D
No
0 85
700 00 ft
1 07
0 80
650 00 ft
7 00 ft
00 Deg
Monoslope
11 00 ft
3060 00 ft^
Beam MI
Shape: LL5X3.5X4X6
Material: A572 Gr.50
Length. 8.25 ft
I Joint: N1
J Joint: N2
LC 4 IBC 16-10 (b)
Code Check: 0.563 (bending)
Report Based On 100 Sections
fa
ft
18.392 at 4.083 ft
-40.557 at 4 083 ft
Max Bending Check
Location
Equation
Bending Flange
Bending Web
Fy 50 ksi
Pnc/om 82.227 k
Pnt/om 185.4 k
Mn/om 18.802 k-ft
Vn/om 67.5 k
Cb 1
ksi
ksi
ksi
AISC 13th ASD Code Check
0.563
4.083 ft
H1-1b
Non-Compact
Compact
Lb
KUr
Sway
A
5.136 at 0 ft
V
-5 136 at 8.25 ft
L Comp Flange 2 ft
-10.591 at 4 083 ft
-415 at 4.083 ft
Out Plane In Plane
2 ft 8.25 ft
15.308 61.203
No No
k
k
k-ft
in
Max Shear Check 0.076
Location 0 ft
Max Defl Ratio U239
Compression Flange Slender Qs= 709
Compression Web Slender Qa=1
Beam MI
Shape: LL6X3.5X5X6
Material. A572 Gr.50
Length. 9.5 ft
I Joint: N1
J Joint: N2
LC 4 IBC 16 -10 (b)
Code Check: 0.428 (bending)
Report Based On 100 Sections
fa
15.538 at4702ft
30.845 at 4 702 ft
AISC 13th ASD Code Check
Max Bending Check 0.428
Location 4.702 ft
Equation H1 -1b
Bending Flange Compact
Bending Web Compact
Fy 50 ksi
Pnc/om 119.305 k
Pnt/om 258.3 k
Mn /om 32.782 k -ft
Vn /om 101.412 k
Cb 1
ksi V
ksi
ksi
Lb
KUr
Sway
A
5.914 at O ft
-5.914 at 9.5 ft
-14 044 at 4 702 ft
-.361 at 4 702 ft
Out Plane In Plane
2ft 9.5ft
15.894 58.497
No No
L Comp Flange 2 ft
k
k -ft
in
Max Shear Check 0.058
Location 9.5 ft
Max Defl Ratio L/316
Compression Flange Slender Qs= 735
Compression Web Slender Qa =1
Beam. MI
Shape: LL5X3X5X0
Material A572 Gr.50
Length: 16.5 ft
I Joint: N1
J Joint: N2
LC 4 IBC 16 -10 (b)
Code Check: 0.709 (bending)
Report Based On 100 Sections
fa
31.913 at 8.333 ft
19.039 at 3.167 ft
Max Bending Check
Location
Equation
Bending Flange
Bending Web
Fy 50 ksi
Pnc/om 68.029 k
Pnt/om 216 k
Mn /om 14 119 k -ft
Vn /om 84.375 k
Cb 1.286
MSC 13th ASD Code Check
0.709
8.333 ft
H1 -1b
A
ksi V
ksi
ksi
Non Compact
Compact
Lb
KUr
Sway
6.31 at 8.333 ft
-6 31 at 8.167 ft
10013at8.333ft
-5.974 at 3.167 ft
15at3.5ft
Out Plane In Plane
2ft 16.5ft
22.018 122.696
No No
L Comp Flange 16.5 ft
k
k
k -ft
in
Max Shear Check 0.075
Location 8.333 ft
Max Defl Ratio L/1322
Compression Flange Non Slender Qs =.923
Compression Web Slender Qa =1
Company ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Basic Load Cases
BLC Description Catenary X Gravity Y Gravity Joint Point Distributed
1 1 I DEAD 1 DL 1 1 1 1 1
Hot Rolled Steel Desian Parameters
Label Shape Lengt.., Lb-out[ft] Lb-in[fti t..‘ K-in Cm Cb Out sway In sway Function
1 I 1 I M1 ILL6X3.5..) 9.5 2 I 1 1 1 1 1 1 1 Lateral
Global
Display Sections for Member Calcs I 10
Mak-IntetrialSeCtigifaIOKMeYribei.,(CalaitII1D0
Include Shear Deformation I Yes
P-Delta Analysis Tolerance I 0 50%
Hot Rolled Steel Code
Colff
Wood Code
W��dJ�thratiire.
Concrete Code
I AISC ASD 13th
lAISl 01 ASD 1
INDS 2005. ASD
1ACI 2002
I Number of Shear Regions I 4
IRaditiriiSPagiggi:11iCtenient(in)
1Concrete Stress Block I Rectangular
Use Cracked Sections i- 1 Yes
1 Bad Framing Warnings I Yes
7.2 17es; rAye
Mar 26, 2010
9 AM
Checked By
Member AISC 13th ASD Steel Code Checks (By Combination)
LC Member Shane UC Max Loc[ft] Shear UC Loc[ft] Pnclom [k] Pnt/om [k] Mn/om Cb Ego_
1 1 I 4 1 M1 1 LL6X3.5X5X6 I .428 1 4.702 1 .058 1 9.5 1 119.305 1 258.3 1 32.782 1 1 1 H1-1b
Joint Coordinates and Temoeratures
Label X WI Y litl Temp rn
11 1 N1 1 0 1 15 1 0
1iI1,1
Joint Deflections
LC Joint Label X BO Y Ijnt Rotation [rad]
1 1 I 4 I N1 I 0 I 0 1 -1.013e-2 I
r-2 4.11.:A;; '.`ii',717.',"...','.' 7 ,2'.:N2;ii, II:
Joint Reactions
LC
111 4 1
1 4 1
1k415:
Joint Label
N1
Totals.
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 9.5.r2d]
XFk1 YFk MZ jk
5.914 1 0 1
0 1 11.828
727,
1is
Page 1
Company ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Load Combination Desian
Description ASIF CD ABIF
I 1 I IBC 16-8 I I .9 1
1. :,1:113 1;1:
1 3 !IBC 16-10 (a) 1 I 1.25 1
I 4. 16-1
I 5 1 IBC 16-10 (el 1 1 1.15 I
I 48
7 1 IBC 16-11 (131 I I 1.15 I
8 16A:1..16i
9 1 IBC 16-12 (a) I 1 1.6 1
10, k_IBC 1642 lb).
1 11 I IBC 16-13 fal I I 1.6 I
12. 11.1BC16=1.34b1 1.
13 1 IBC 16-13 (01 1 1.6 1
Is tit HABC .16431 1:1 17 4,.$;:
1 15 I IBC 16-13 WI I 1.6 I
16=134f1 'I=
17 I IBC 16-14 I I 1.6 I
18 I', IBC 16-15 1 1...‘
Load Combinations
DescrtionsQL
I 1 1 IBC 16-8 1Yes1
..2 16-9,1Yes I__
3 IBC 16-10 .1Yes I
:4, .11[3.00 .1Yesk
5 IIBC 16-10 .1Yes1
6 11BC:16:11 .IYes I
7 1IBC 16 .1Yes1
:8 :IBC 16Th.
9 'IBC 16 .1Yes1
10 11BC 16i2 .1,-Yes
11 11BC16-13 .1Yes1
..12 :11E3C16713. .1.Yesk...
13 !IBC 16 .1Yes1
14' 1113C,16;13: :1Yes I
15 11BC16-13 .1Yes1
1fi:,1113C1643ifilY.ea.1,
17 IIBC 16-141Yes1
I 11BC.1 6
Member Distributed Loads (BLC 1 DEAD)
Member Label
11 M1
Member Distributed Loads (BLC 2. SNOW)
Member Label
111 M1
Direction
1
Mar 26, 2010
940 AM
Checked By
Service Hot Rolled Cold Formed Wood Concrete Footings
Yes 1 Yes 1 Yes I Yes 1 Yes I Yes
Yes 1 Yes
Yes 1 Yes I Yes 1 Yes 1 Yes I Yes
Yes 1 Yes 1 Yes I Yes 1 Yes 1 Yes
Yes 1 Yes I Yes I Yes 1 Yes I Yes
Yea"
Yes 1 Yes 1 Yes 1 Yes 1 Yes I Yes
Yea 2,11 Yes '172. .27Y.ea
Yes I Yes I Yes I Yes I Yes I Yes
1 Yes 1 Yes
Yes 1 Yes 1 Yes 1 Yes 1 Yes 1 Yes
•1". 71
Yes 1 Yes I Yes I Yes I Yes I Yes
T. ',Yes "Yea. Y.eS Ye'. l 'es 71 ".Y.ei;'.
Yes I Yes I Yes I Yes 1 Yes I Yes
"'Yes '1' Yes' 1!
RD 1 SRSs i E r t Fa
IDLI 1...-',kLL-k, .1 iILLS1'.'1 I, lf 1_ .7. ,,`1,:. ;II:
Y I I DL I 1 IRLLI 1 I I I I I I I I I
S 'A' Ii, .:1I:kl. 1 i,r8L1:"1 1, HI :I :117" I _1 .:1 7,.:.::_. t: :V.:',1'
Y 1 IDLI 1 IRLI 1 1 I I I I 1 1 1 1
2. 'Y I ''IDL I .1 .:1112.1,.75:-.ILLS117.5 1-..
Y I IDLI 1 I LL 1 .75 LLSI .75 I SL 1 .75 I 1 1 1 1
2 Y I .1D1:1. 1 I L L I .:751LLSk FRL .75.i 2 '1 1;.: ::.f.' 1,...:
Y I IDLI 1 IWLI 1 1 1 I I I I 1 I I
1::::: 2 .1 I EL t '.7 'r ..',1' 1 1 f. 1: 'V 1 1: L
Y 1 IDLI 1 IWLI .75 I LL 1.75 ILLSI .75 IRLLI .75 I I I
....Y. 7.* rf ,,:lpi_j1, 1.dEL1 525111:1. :75 :ILLSI :75 1' i 1:
Y I IDLI 1 IWLI .75 ILI_ 1 .75 ILLSI .75 I SL I .75 I 1 1
LY, I D L I l' 1 1 ELL525 II.L:1! .75 ILLS l I S L I L.7811;:.; :.1..:......
Y I IDLI 1 IWLI .75 ILL 1 .75 ILLSI .75 IRL1 .75 1 I 1
I, 2.7,1:pL,L1 1EL1 15::1u_s1 75411(1 .,t.
Y I 1 DL I .6 IWL I 1 I 1 1 1 1 1 1 1 1
71,7 „:400, 61.1EL. .1" .71 I_ 1., ":,:.I_ 11; ..","7-1'.. "::::1:::
Direction Start Magnitude[k/ft„.,End Magnitude[k/ft.d... Start Location[ft.%] End Location[ft.%]
1 -.582 -.582 1 0 1 1
Start Magnitude[k/ft...,End Magnitude[k/ft.d... Start Location[ft.% End Location[ft.%]
-.663 1 -.663 I 0 l 0
Material Takeoff
Material Size Egos LengthifQ Weight[19
I 1 I Hot Rolled Steel I
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 9.5.r2d] Page 2
Company ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Material Takeoff (Continued)
Matsuda'
1 3 1 Total HR Steel
Hot Rolled Steel Properties
Label (Icsil
1 1 1 A36 Gr.36 1 29000 I
141:...,.. T;;s7,711i."1„,1290061..
3 1 A992 1 29000 I
1::47.1` '2.fA500lGiAl.S....;:i tr:•::Ifl''
1 5 I A500 Gr.46 1 29000 I
Member Primary Data
Label I Joint J Joint Rotate(deci) Section/Shape Tyne
1 1 1 M1 1 N1 I N2 I LL6X3.5X5X6 I Beam I
Member Advanced Data
Law
1 11 m
I Release J Release
Size
Pieces
1 1
Nu
11154 1
.3
.11154 -4 :0:17CT:3
11154 I .3
11154 L
11154 1
.3
Lenothrfn
95
Therm (\1E5 F) Dansity[k/ft^3]
I .65 I .49 I
65 1 49
1 .65 1 .49 1
1:7,r
1 .65 .49
Design List
Double Anale
Mar 26, 2010
9 AM
Checked By
WeiahtFKl
1 .2
36 I
Y$0 PT401
50 I
46 1
Material
1 A572 Gr.50 1 Tv
10ffsetfin] J Offsetlinl TIC Only Physical TOM Inactive
1 1 Yes 1
Member Section Deflections (B Combination)
LC Member Label Sgt x (ikl v (V (n) L/y Ratio
1 1 1 4 1 M1 111 0 1 0 I NC
21 '",:l 7. I 7,:gt: 71;:: :::::,g:X y E r■, ii r L L.. 7 2%. .1, 7, 76 2 A it 1 25 .1", ::606ti,...7,1.-..'...„:.:
3 I 1 1 3 I 0 I -.234 1 486.947
:.4 ,.::•..:.4,„4 ,..:14 ,.]:1: s .01 ...X ...:,,.;141,'.'.: ".'''',1'...1 "..,...':1 ...1.363f4c31:21:::::7f:. ...,:"S..:.
5 1 1, I 5 I 0 I -.356 320.613
I
S71. 'I: :37. I 2: ._:::::;e :i::::4 "'1,711....',6 .2.. 1..32
I 7 I 1 I 7 1 0 I -.314 1 363.434
N8.:1-:::.:.,....2.31Z 1: t,"'`::.;:,4:',:ii," T. :14., -4 .61 1 :::];'1 !;•:..."4.S4',:1": ...*".:.V..'":..2 .e
9 1 1 1 9 1 o 1 -.125 1 909.606
,Y1::14_ 2 AP;,,- :',44 Neit....'],",.,.:.,
Member Section Forces (By Combination)
LC Member Label SAC Axial[kl Shear[kl Moment[k-ft)
1 1 4 1 M1 1 1 1 o 1 5.914 1 0
,4", :,7.:.'2‘...tx ";:,e,;
3 1 1 1 3 I 0 I 3.285 1 -9.71
1 1".1971IL:;:i.,1_:;1
5 1 1 1 5 I 0 I .657 I -13.872
7 I I 1 7 I 0 I -1,971 1 -12.485
740.1.'1: Tg",..','','..,. ',1r:...1" ',1:::tc.',12 7,74;1: gr:',..4'. ''1" W.7T;;
9 I 1 I 9 I 0 1 -4.6 I -5.549
I ..5 it0r 31 t:'... 2 r.f.'n 1 :''.'.':'.';:k 7 :i: Zfr::'•;.'f•k. vr .'Y,:?ii>i.a','_: 1,;T::l': .T'.:/IW':.;:F;:atfk.'M ,.;:.',1'34?.::',1:itfi,' "':,,':'''I''''Ag'.. 6411.
Member Section Stresses (By Combination)
LC Member Label Sec Axial[ksi] Shea*si. Top Bendina[ksi] Bot Bending[ksi]
1 1 1 4 1 mi 1 1 1 0 I 1.889 1 0 1 0 1
:i4 .:.:1!k7f421c2,7.7.1..: 7, 7 '.'.,-C,,,„'=:0'..;.;.:.'. ::.Ar.l.s.7...:, :,S;17,411--:„:.1
3 I 1 1 3 I 0 I 1.05 1 10.744 I -21.327 1
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 9.5.r2di Page 3
1
Member Section Stresses (Bv Combination) (Continued)
Lc Membgr Label Sec Axialiksil Sheadkgil To Bendinollcsil Bot
tr
5 I I I 5 I 0 I .21 I 15.348 I -30.467
T7 .2:.%:.. X.;.:Y;; V, ,:;!‘....-466:467. 'il
7 I I I 7 I 0 I -.63 I 13.813 I 27.42
fA it_ 7.:11'.,::::317 ',Olt:1'A: ",.ii106:3Y4.;7 744 .7:1KI: .1',.:411:i7 ii.1:,
9 I I I 9 I 0 I -1.47 I 6.139 I -12.187
A0 IfiliftIiir6i; ;V±, ."VE:,:.:1'6.1;:aizZ
Company ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Mode Shapes
Joint Label
Design Size and Code Check Parameters
Label Max Debt_ Mjnaegib141 Max Width[... Min Width[in] Max Sending Chk Max Shear...
I
11 R1 I 1 6 1 1 1 1 I 1 I
I:" 7 :1:7; :TT:2217:1T .1:t„ ;22 y
Hot Rolled Steel Section Sets
Label Sligne Tyne Design List Material Design Rules A [in2] I (90_27M [i.. (0.180) [in...
I 1 I HR1A I W1 OX17 I Beam I Wide Flange I A36 Gr.36 1 Typical I 9.71 I 36.6 I 170 I
I2 7.31A 7....:E„,biibtildWiii'aigii 1;IMI2 ;ilihiatI171::62':::.....1:_!:7 41'
Suaaested Shapes
Sect Set/Member Current Slmne Suggested Shane Controlling Member Use Suggested?
I 1 I M I LL6X3.5X5X6 1 LL5X3X4X0 1 1 Yes
Solution Warnina Loa
X Translation
Y Translation Z Translation X Rotation
Mar 26, 2010
9 AM
Checked By
Y Rotation Z Rotation
No Mode Shape Results Available..
rvinss.nr,p.
No Data to Print
RISA-2D Version 8.0.3 [CARIS/M*10073 FIESTA 9.5.r2d] Page 4
Company ZENOVIC ASSOCIATES, INC.
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Basic Load Cases
BLC Description Catenary X Gravity Y Gravity Joint Point Distributed
1 1 1 DEAD 1 DL 1 1 1 1 I
Hot Rol led Steel Desian Parameters
_Label Shape Lengt Lb-outati Lb-in[ft] i tcomp t... b. .K-out i K-in Cm Cb Out sway In sway Function
1 1 I MI ILL5X3.5..1 8.25 I 2 I I I I 1 I Lateral I
Global
Display Sections for Member Calcs 110
MaxinterrialSeCtioris forNeMber:Calce: 711007' .71
Include Shear Deformation 1 Yes
Merge Tolerance(in)-
P-Delta Analysis Tolerance 10 50%
Hot Rolled Steel Code I AISC ASD 13th
:COld:Forriried"Steel COde.
Wood Code I NDS 2005. ASD
IWoOd:TeMberattife
!Concrete Code I ACI 2002
!Number of Shear Regions 14
1Redlori Spading Irforeinerit4ifil'. 2 :77 l4 2
!Concrete Stress Block !Rectangular
liee.Cracked SectionS•'1„ IXe 12. :1.1
Bad Framing Warnings 1 Yes
Unused Force.Warninge,', r'7
Mar 26, 2010
9•47 AM
Checked By
AISC 13th ASD Steel Code Checks (By Combination)
LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Pnc/om [k] Pnt/om [k] Mn/om [1(411, Cb Eqn
1 1 1 4 1 MI 1 LL5X3.5X4X6 1 .563 1 4.083 1 .076 I 0 I 82.227 I 185.4 I 18.802 I 1 I H1-1b I
Joint Coordinates and Temperatures
Label Y Ifil
X IfIl Temp FR
1 1 N1 1 0 1
15 I 0 I
il, 7 1 4*12 ;1. 7 71.■ I .8.25 ::I 15 ,,,1.'" 7.'7
3 I N3 I 0 I 0 I 0 I
Joint Deflections
LC Joint Label X go] Y_Dal Rotation tradl
1 1 1 4 1 N1 1 0 1 0 1 -1.342e-2 1
4 2 1
3 I 4 I N3 1 0 1 0 1 0 1
Joint Reactions
LC Joint Label X-DS)
1 1 1 4 1 N1 1 0 1 5.136 1 0 1
:7
3 1 4 1 Totals. 1 0 1 10.271 1
X. 4
RISA-2D Version 8.0.3 [C:\RISA\10073 FIESTA 8.25.r2d] Page 5
Company ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Mar 26, 2010
9 AM
Checked By
Load Combination Desian
Description ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footinas
1 1 1 IBC 16-8 1 1 .9 I i I Yes I Yes 1 Yes I Yes 1 Yes 1 Yes
6497., Vg
3 1 IBC 16-10 la) 1 1 1.25 I 1 Yes 1 Yes I Yes I Yes I Yes 1 Yes
fE7r,
5 1 IBC 16-10 (o) I I 1.15 1 I Yes 1 Yes I Yes 1 Yes I Yes 1 Yes
"147;Yr6siail VeiZI.°77 1 Yes f; 1 Ye
I 7 1 IBC 16-11 (b 1 1.15 1 I Yes 1 Yes I Yes I Yes 1 Yes I Yes
9 1 IBC 16-12 (all 1 1.6 1 1 Yes 1 Yes 1 Yes 1 Yes 1 Yes 1 Yes
:Yeic:C1:
11 I IBC 16 (a) I I 1.6 1 1 Yes I Yes 1 Yes I Yes I Yes 1 Yes
6,f 643
13 I IBC 16-13 lc) 1 1 1.6 1 I Yes I Yes I Yes I Yes 1 Yes I Yes
14 .'11 BC 46;13 l 1 16 .:.;f11.:
15 1 IBC 16-13 (e). 1 I 1.6 1 1 Yes 1 Yes I Yes 1 Yes 1 Yes 1 Yes
7114 -7 8%,ei' 7: 1......"..2Y6i7
17 1 IBC 16-14 I 1 1.6 1 1 Yes 1 Yes I Yes 1 Yes 1 Yes 1 Yes
11871 IBC-4645 1r Yes 1 Yes Nes
Load Combinations
I 1 1 D I1Z 1j 1 P L s l
PD 1 3RSS I tC 1 Fo l rB
ctoL ractorB Factor rector
1 1 DE 1'
3 IIBC 16-10 .1Yes1 Y 1 I DL 1 1 IRLLI 1 I 1 I I 1 1 1 I II II
7 ;.1 1
5 IIBC 16-10 .1Yes I Y 1 1 DL I 1 I RL 1 1 1 I I I I I 1 1 1 1 1 I
7T..1:7* '1,
7 IIBC 16-11 .1Yes1 Y I IDL1 1 I LL 1 .75 ILLS I .75 1SL 1 .75 I I I I I I I I
9 IIBC 16-12 .1Yes 1 Y I I DL I 1 IWL 1111 11 11 11 II 1
71:',72:' 7:17;'
11 'IBC 16-13 .IYesl Y 1 I DL1 1 1 W1- 1 .75 ILL 1 .75 ILLS I .75 1RLL .75 I I I I I I
II50 lnE=.1Q:C.IEE1;162 :76.1 !".757
13 IIBC 16-13 .1Yes I Y I I DL 1 1 IWL I .75 I LLI .75 ILLS' .75 ISL I .75 I I I I 1 I
15 'IBC 16-13 .1Yes I Y I 1 DL 1 1 IWL I .75 I LL I .75 ILLS 1 .75 I RLI .75 I I I I I 1
U16,360110 ,...7.Itii1;::.lif TE:L'I:S 2 5.1.11.1"'..:161'11811:1.61RL:1;:"'.1751: .:111
17 IIBC 16 Y 1 I DL I .6 1WL1 1 I I I I I 1 1 1 1 1 I 1
I PA ::::'11)(1.2:61 ,3:1;.L7,M
Member Distributed Loads (BLC 1 DEAD)
Member Label Direction Start Magnitude[k/ft...,End Magnitude[k/ft.d... StailLocation[ft.%] End Location[ft.%]
I 1 I M1 I -.582 1 -.582 1 0 1 8.25 1
Member Distributed Loads (BLC 2. SNOW)
Member Label Direction Start Magnitude[ktft...,End Magnitude[k/ft.d... Start Locationift.%] End LocationfRaL
I 1 1 M1 1 .663 1 -.663 1 0 1 8.25
Material Takeoff
Material Size Pieces Length[ftI Weir:MI.1'1g
1 1 1 Hot Rolled Steel 1 1 I I 1
Inr2:;X: 5;' A572 GE ..,k-'.';8-3
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 8.25x2d] Page 6
Company
Designer
Job Number
Material Takeoff (Continued)
Material
1 3 1 Total HR Steel 1
Hot Rolled Steel Properties
Label
1 1 1 A36 Gr.36
131 A992 1
1 5 1 A500 Gr.46 1
Member Primary Data
Label I Joint J Joint Rotate(deg) Section/Shape "Noe
1 1 1 M1 1 N1 1 N2 1 1 LL5X3.5X4X6 1 Beam 1
Member Advanced Data
Label I Release
111 M1 1
Member Section
ZENOVIC ASSOCIATES, INC
SRH
10073 ANGLE IRON LINTEL
1
Size
Pieces
1 1
Lenathlftl
8.3
J Release I Offset[ira .1 Offsetfin] T(C Only Physical
1 1 1 Yes 1
Deflections (By Combination)
Member Label Sec y gal y lint
M1 1 1 1 0 1 0 1
r,r....,„„1: Ti .:44:41 :,',A7'
1 3 0 1 -.269 1
-...'4',. ...,7.0'
1 5 1 0 1 .409 1
T...,1 1:, ''.',-,.k....a.. i d;
1 7 1 0 1 -.361 1
`.17.);;.i ....„7::=:-2697,'...,
1 9 1 0 1 -.144 1
fo.,." N:7 '10
Mar 26, 2010
9 AM
Checked By
WeiahtFKl
.1 1
E 29 r;1 0 1 1 G 1 t 1 kr 4 1 IrS 1 Therm Fl 1 DeriSit 1 YillisaiL
29000 1 11154 1 .3 1 .65 1 .49 1 50 1
19600;
29000 1 11154 1 .3 1 .65 1 .49 1 46 1
Deskiniist Material Design Rules
Double Annie 1 A572 Gr.50 1 Tvoical 1
TOMAggQtive
(n) Uy Ratio
NC
367.665
<:27.4408.
242.077
242 077
274.408
686.791
Member Section Forces (By Combination)
LC
maIN
Sec Shearlii)
Member Label Moment[k-ftl
1 1 4 1 M1 1 1 1 0 1 5.136 1 0
2 l S: :47 r.c!,::,..1Lj":„Slr 7 I.:IF 127`.'51.4:1
3 1 1 1 3 1 0 1
2.853 _1 -7.323
:.47. ..71;., l' 7: V 1I:`; ...,„0
5 1 1 1 5 1 0 1 .571 1 10.461
1g '2 :!.:1' li' L. 77: i461 J-7,=:„.r
7 1 1 1 7 1 0 1 1.712 1 9.415
dii.7'. 7,Zi07 .:71.348537..114
9 1 1 1 9 1 0 1 3.994 1 4.185
7:14;::::::::: '1 544 7 .Yfi;.....,...„.....„..4,..:::
Member Section Stresses (By CoMbination)
LC Member Label I Sec Axial[ksij Shear[ksU
1 1 1 4 1 M1 1 1 1 0 1 2.465
r,,,,',444::.,i l' ...'.7.I!':.:k...., t;f4.41:.7.2.:14.; SiJI.i::::-Pn1.4:
1 3 1 1 1 3 1 0 1 1.37
I Top Berdinglksii Bartow.
.7:418
1 12.717 1 -28.042
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 8.25.r2d] Page 7
1
Company ZENOVIC ASSOCIATES INC Mar 26, 2010
Designer SRH 9 AM
Job Number 10073 ANGLE IRON LINTEL Checked By
Member Section Stresses (B Combination) (Continued)
LC Member Label Sec Axiallksil Shearlksil Top Bendinalksil Bot Bendinolksil
4%I: ii?!
5 I I I 5 I 0 I .274 I 18.167 I 40.06
:‘;'1 :';;';',',:i7.7i)77.,:;;;; ??".::::::::!.".."'ir..2.;'4Sfiftt::,71;.;:r;I:.,'
7 I I I 7 I 0 I .822 I 16.35 I 36.054
Ii' X,'„::,.::::: A 6
9 I I I 9 I 0 I 1.917 1 7.267 i 16.024
RIbl:Itr.I;V;;. r:.„''x;X:, :;,71.,. li;(10;140:, ,.1:;:_. 70;;...,..7::. ifIIII, I. ..;;I::42:465 .7,`LIT.;15:2,, .,1
Mode Shapes
Joint Label
X Translation
Desian Size and Code Check Parameters
Label Max Depth... Minaeahan:1 Max Witty_ Min Widthilni
11 R1 I 6 Max Bending Chk Max S
1 I 1
1:47 d Tvoical 1 1 1 1 1 .7; 7,:r1
Hot Rolled Steel Section Sets
Label Shape Type DesigaList Material Design Rules A WI I(90_270) [i..,I (0.180) [in..
I 1 I HR1A I W10X17 I Beam I Wide Rance 1 A36 Gr.36 Typical I 9.71 I 36.6 I 170 I
r .7, !ANG ;=ILLI4X3X4X01;=..211A'65 Dit)i'itilel1A51i..:50;11:1I0i:Ejt;
Suaaested Shapes
Sectign Set/Member Current Shane Suggested Shape
I 1 I M1 I LL5X3.5X4X6 I LL4X3X4X0
Solution Warnina Loa
Y Translation Z Translation X Rotation Y Rotation Z Rotation
No Mode Shaoe Results Available I
Controlling Member Use Suggested?
Yes
MARSAcle
No Data to Print
RISA-2D Version 8 0.3 PARISM10073 FIESTA 8.25.r2d] Page 8
Company ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Mar 26, 2010
10:07 AM
Checked By
Basic Load Cases
BLC Descriotion Cateaory X Gravity Y Gravity Joint Point Distributed
I 1 I DEAD 1 DL 1 1 I 1 I
Icii72g)1F2:il,:7;840W;":." T.,4'..4
Hot Rolled Steel Design Parameters
Label Shape ,Lengt... Lb Lb-in[ft] Lcomp t.. Lcomp b.. K-in Cm Cb Out sway In sway Function
1 1 1 M1 IANGLESI 16.5 I 2 1 I 1 I 1 1 Lateral 1
Global
Display Sections for Member Calcs 110
Maidritenia[SeCtionS'IcitMeilibetCaldef
Include Shear Deformation I Yes
Met$71761erd•ridelifirT
P-Delta Analysis Tolerance I 0.50%
Hot Rolled Steel Code I AISC ASD 13th
Cold
Wood Code I NDS 2005. ASD
IWOod',Tenifierattie&,
IConcrete Code 1 ACI 2002
I Number of Shear Regions I 4
Concrete Stress Block I Rectanpular
l'USe"fGraokerf
1 Bad Framing Warninas I Yes
I
Unused Force Warninas Y r.
Member MSC 13th ASD Steel Code Checks (By Combination)
LC Member Snaps UC Max Loc[ft] Shear UC Loc[ft] Pnc/om [k] Pnt/om [k] Mn/om [k-ft], Cb Erin
I 1 1 4 1 M1 1LL5X3X5X01 .709 I 8.333 1 .075 1 8.333 1 68.029 1 216 1 14.119 11.2861 H1
Joint Coordinates and Temperatures
Label X Fftl Y Fftl Temo FF1
I 1 I Ni 1 0 1 15 1 0 1
3 I N3 1 8.25 1 15 1 0
Joint Deflections
LC Joint Label X Wal Y-011 Ratliktrilla4
I 1 I 4 1 N1 1 0 1 0 I -5.866e-3 1
I 3 I 4 I N3 1 0 I 0 1 0
Joint Reactions
LC Joint Label X (IQ YJKI MZ [k-ft]
I 1 I 4 I Ni I 0 I 3.858 I 0
l2 I4 `'...;"1;7,7'."..;;,' ,271i ..;.:F._'.:1115k)r: 71::::11FfT,'.':::.::,:illi.'i:'
I 3 4 I N3 I 0 12.827 I 0
I4 &4I '.."7,:,: l'e.'-22 .q",-L'-i;;, I';;;;;;"
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 8.25.r2d]
Page 9
Cbmpany ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Mar 26, 2010
10:07 AM
Checked By
Joint Reactions (Continued)
LC Joint Label X fkl Y Eki MZ fk-ftl
1 5 1 4 1 COG (ft): 1 X. 8.25 1 Y. 15 1
Load Combination Desian
_Description ASIF CD ABIF Service Hot Rolled Cold Forrned Wood Concrete Footings
1 1 1 IBC 16 1 1 .9 I 1 Yes 1 Yes I Yes 1 Yes I Yes 1 Yes
Il'Z.. ..`,..IBC;At;917
1
1 3 1 IBC 16 lal 1 I 1.25 I Yes Yes 1 Yes 1 Yes 1 Yes 1 Yes
1'.,.4.:: `r.:lAtr.dr^^..^1^ ''f ',,:SN'egt,'.7 ^,`..:.:_14:17
5 [IBC 16-10 lc) I I 1.15 1 1 Yes 1 Yes I Yes I Yes I Yes I Yes
i...:6,'1 IBC iYi.:',:,:1 ::1 7.77,Y6i',,a, :",7:',Y.4:4 r'
7 I IBC 16-11 (b) I I 1.15 I I Yes 1 Yes I Yes 1 Yes I Yes I Yes
8 T.,,1 l3n841 f^....,Niiki•,:r.', Yi4i'. _11 ,,Yg .7,'Yei:__.-nit,:`,":Yeit',;',:'11:1'fe..86
9 I IBC 16-12 (a). 1 1 1.6 1 1 Yes I Yes I Yes I Yes I Yes I Yes
:i40 ',.:IJI '31:4.16,71'..T.f....;',:: •.y:4;77,dr:',.•..„Vgir „:17.,IIY6 V,...:.. .Yeii..Y.J
11 IBC 16 (a) 1 I 1.6 I 1 Yes 1 Yes 1 Yes 1 Yes 1 Yes 1 Yes
Ill,: ::IBC.:16-.1:3415)4T S ...:„.,..Z7'.'t:'.1." .,...:f.: :Y.As ..1... I:Ye:4,7, .:',,'L .77V;. it ':::)e.e§. :.1::^.2tY6'is1^'.7,..;
13 I IBC 16 (c).1 1 1.6 1 I Yes I Yes 1 Yes 1 Yes I Yes 1 Yes
^=^2,10 I BC A:6434dY ....:112^1^:L.::67'72:1.FE w:::::Ye ,.:'":"T::1 Sig:: 1,41:: .1
15 1 IBC 16 (e) 1 1 1.6 1 1 Yes 1 Yes 1 Yes I Yes 1 Yes I Yes
I6 SIABC .:..n.'".^1.7,ZAA, :;"1 7 72yei ,'-iY4g:^.^1 7.1':,,,...°!
17 I IBC 16 I 1 1.6 I I Yes 1 Yes I Yes I Yes 1 Yes I Yes
21 Y IBC 16 1' T .•'^:^^„1:1 .^1 'IT 1 1:,'^Yes
Load Combinations
i rrrttio 8 n i s y o e PD 1 SRSS I B D L L C I Fa i ctoriBLCracto ri BLC I FactoTLCrecto B LC Facto?31.C
'2 %1BC.4,6:971Y:eil .;ItLS]; I
3 IIBC 16-10 .1Yes 1 Y 1 1 DL 1 1 IRLL1 1 I 1 1 1 1 1 1 I 1 1 1 1
4 21IBC 1 6:40. :TsC, Ai:. 4 4 "TN .1: 7^'^^4 "St
5 IIBC 16-10 .1 Yes 1 Y 1 1 DL I 1 4 RL 111 I 4 I 1 I I I 1 1 1 1
7 IIBC 16 .1Yes 1 Y 4 1DL I 1 I LL1.75 ILLS! .75 ISL1 .75 1 1 1 1 1 1 1 1 1
'$0111:`,11 'ILL74 I5TILIrs:1;.
1 9 IIBC 16-12 .1 Yesl Y 1 I DL 111wL1111 11 II II II 11 1
'SOL r.',,17,!fr
I 11 IIBC 16-13 .1Yes1 y 1 1 DL 1 1 IWL I .75 1 LL I .75 ILLSI .75 IRLL1 .75 I I I I I 1 1
1 :..:1.'
13 IIBC 16 .1Yes1 y 1 I DL I 1 IW L WL .75 I LL I .75 ILLSI .75 I SL 1 .75 1 4 1 1 I
.17.14 4 1,1^.^..4."Mb[1, ^1^;;',.11LIT8.6KL Lik^^115A,LLsA':7;6„1.8L1 .^;1.6.:YITT., ',L,]
15 IBC 16 .IVesI y I IDL1 1 IWL1 .75 I LL 1 .75 ILLSI .75 1RL I .75 I 1 1 I I I I
17 IIBC 16 4 'Yes 4 y 1 1 DL I .6 IWL 1111 II 1 11 II II I
1KI;
Member Distributed Loads (BLC 1 DEAD)
Member Label Direction Start Magnituderk/ft...,End Magnitude[k/ft.d... Start Location[ft.%1 End LocatignIty4
1 1 1 mi 1 1 -.582 .582 4 0 16.5
Member Distributed Loads (BLC 2. SNOW)
Member Label Direction Start M-gnitude[k/ft...,End MagnitudeDdft.d Start Location[ft End Loc.ationift.%1
1 1 1 M1 Y I -.663 -.663 4 0 1 16.5
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 8.25.r2d] Page 10
Cbmpany ZENOVIC ASSOCIATES, INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Material Takeoff
Material Size Pieces Lenothiftl Weiaht1K1
1 1 1 Hot Rolled Steel I 1 I I I I I
7"..4■571 tr,t...1C VT, !':•[".".Z1 57;.17;::74:17,77,I7. 's:Kazi, ..x Iii c'..:P.7.: 3 Ili
1 3 I Total HR Steel I I 1 I 16.5 I .3
Hot Rolled Steel Properties
Label E r.110 Nu
1 1 1 A36 Gr.36
I 29000 I 11154 I .3
1 3 1 A992 I 29000 I 11154 I .3
.3
5 1 A500 Gr.46 I 29000 I 11154 I .3
Member Primary Data
Label I Joint J Joint Rotateldeq) Section/Shape
1 1 L M1 I N1 I N2 I 1 ANGLFS
Member Advanced Data
Label
111 M
Member Section Deflections (By Combination)
LC Member Label Sec
111 4 1 M1 1 1
131 I 3
151 1 15
7 I I I 7
I 9 I I I 9
I :A071.7.:
Tvoe
Beam I
x fkll y [in1
1 0 1 0
.:11....,:,...:1 7,1/4;1.:IT:7 1:1E-2'.S.
I 0 I .149
0 2 ,:.,._+1:.
I 0 1 .018
1' ...„.1. ,..."'f',0,2, 77.1 i1;,72.:,.4
1 0 I -.1
,.1.49'
I 0 .112
1 -,...4:ti,.,;(17.....-.,„.1'
Mar 26, 2010
10:07 AM
Checked By
Therm (11E5 F) Densiti[k/ft^3]
1 .65 1 .49 I
657,":"Lig,`",, 49 J
I .65 I .49 I
I .65 1 .49 I
_l Release J Release I Offset[i J J Offset[i TIC Only Phvlical
1 1 1 1 1 Yes 1
Yield[ksi]
36
50 1
42 1
46 I
Desion_List Material DesignRulas_
Double Annie 4 A572 Gr.50 1 Typical
TOM Inactive
(n) Uy Ratio
NC
1325.679
1980344 4.T'
NC
NC
1 1980.344
1 1771.319
Member Section Forces (By Combination)
_LC Member Label Sec Axialikl simr[Ki Mgmentmli
I 1 I 4 I M1 I 1 I 0 I 3.858 1 0
.r:2'::4; ,K,ILTRilIiIr...".".2.7iTia*,1 :_lai":.!..1".....7.:2;,:,.:..::4-}: ";2.'2',..:. A'. :`,,:iir4;:tr" i':.1.1I t'i-i 77. 4.1675 4 1 f[:t..:,7t:
3 1 1 I 3 I 0 1 -.707 I -5.776
X:4.1141.:7..7.1i2,. ..11. ,-..'i „.V.".' 4:2' IF `7. -.'0.0'...7:..... :IckiZ.,.42.69 r, :::;:ic57 .1 F.,381/.:
5 1 I I 5 I 0 I -5.272 I 5.187
In'Artz
I 7 I 1 I 7 1 0 I 2.99 I 2.387
E ..1,;4a.,,,,71.. N.77,': ::''''''',P :.'ll''''17,;, 74' 7 Idirj.t.c.,IUm,7e,p
I 9 1 I 1 9 1 0 I 1.575 I 4.98
r .,IitiII:Ilf:'; 7-,1: II ::,,I,:..5.MjIIrI,.7,.. 1:::-'7.;,,,I,Isf-Citi'-:,Z:.11 .:::„Tij
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 8.25.r2d] Page 11
Cbmpany ZENOVIC ASSOCIATES INC
Designer SRH
Job Number 10073 ANGLE IRON LINTEL
Member Section Stresses
LC Member Label
I
1 14 1 M1
31 1
5'
".:6;
71 I
9 I I
1
Mode Shapes
Joint Label
Suaaested Shapes
Section Set/Member
Solution Warnina Loa
(B Combination)
Sec Axialiksil Shearrksil Too Bendinalksil Bot Bendinolksil
I 1 1 0 I 1.481 1 0 I o
'..,7:,jt, ,,,,;11 4".,".. 12•, 4k IY. j"...7.1
I 3 1 0 1 -.272 1 9.315 I 18.408
r..nri '."4:17, 7, ,K,' i-,N 1 17:44A 11 ;.:,7,:t: 1 t3'. 849X,',"':F:, :i41. AO tigi',:f,
I 5 I 0 I 079 1 -8.366 1 16.532
1,.:..46';. .72 IT 2:if .°10I6' T'TI.; '16
I 7 1 0 1 1.148 1 3.849 I 7.607
,18 7:.V.Z.::::4::::;,:;,: sTef':,;1.7 .,::;r: :::.r .1: ::::P1T ,1. I '..,i2:,.*. ,:-;144,4:66,:".:ii.,,
I 9 I 0 1 -.605 1 8.032 1 -15.873
:1.7..2.......:10 :.IF::;,,,?L,....,„.:,` ,.:1[74:: l':"
X Translation
Desian Size and Code Check Parameters
Label Max Depth.. Min Deuthlinl Max Width[.., Min Widthlin] Max Bending Chk Max S
111 R1 1 1 6 I I 1 1 I 1
I..:''2 1 l.„...1Vbical:... I.__ ..„::....i.',, 77.: .21:1,1 ...,,V" :J .,7:i t- „.:1::: 4. T''l
Hot Rolled Steel Section Sets
Label Shape Tvoe Desion List Material Desion Rules A [in 1 (90.2701 v.. (0.1801 [in...
I 1 I HR1A I W10X17 I Beam I Wide Flange I A36 Gr.36 1 Typical I 9.71 I 36.6 I 170 I
r :2.11:'ANGLES'ALL8x
Current Shoe
RISA-2D Version 8.0.3 [CARISA\10073 FIESTA 8.25.r2d]
Y Translation Z Translation X Rotation
No Mode Shape Results Available.
Summated Shane
No Data to Print
Message
No Data to Print
Mar 26, 2010
1007 AM
Checked By
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CoMmIlinn Member Use Suagested?
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