Download - Perencanaan Building Control
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14/12/2015
PERENCANAAN BUILDING CONTROL
Job Information
Engineer Checked Approved
Name: Abduh
Date: 13-Dec-15
Structure Type SPACE FRAME
Number of Nodes 88 Highest Node 88
Number of Elements 145 Highest Beam 146
Number of Basic Load Cases 5
Number of Combination Load Cases 5
Included in this printout are data for:All The Whole Structure
Included in this printout are results for load cases:
Type L/C Name
Primary 1 DL SW
Primary 2 DL TRAFO
Primary 3 LLR
Primary 4 WL 1
Primary 5 LL
Combination 6 DL
Combination 7 (1.4) X DL
Combination 8 (1.2) X DL + (1.6) X LL + (0.5) X LLR
Combination 9 (1.2) X DL + (1) X LL + (1.6) X LLR
Combination 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1
Section Properties
Prop Section Area
(cm2)Iyy
(cm4)Izz
(cm4)J
(cm4) Material
1 Rect 0.40x0.40 1.6E 3 213E 3 213E 3 360E 3 CONCRETE
2 Rect 0.30x0.30 900.000 67.5E 3 67.5E 3 114E 3 CONCRETE
3 Rect 0.50x0.30 1.5E 3 113E 3 313E 3 282E 3 CONCRETE
4 Rect 0.40x0.30 1.2E 3 90E 3 160E 3 194E 3 CONCRETE
5 H200X100X5.5 26.670 134.000 1.81E 3 4.478 STEEL
6 H350X175X7 62.910 984.000 13.5E 3 19.404 STEEL
Materials
Mat Name E
(kN/mm2)
Density(kg/m3)
(/C)
3 STEEL 205.000 0.300 7.83E 3 12E -6
4 STAINLESSSTEEL 197.930 0.300 7.83E 3 18E -6
5 BETON 21.718 0.170 2.4E 3 10E -6
6 ALUMINUM 68.948 0.330 2.71E 3 23E -6
7 CONCRETE 21.718 0.170 2.4E 3 10E -6
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Primary Load Cases
Number Name Type
1 DL SW Dead
2 DL TRAFO Dead
3 LLR Live
4 WL 1 Wind5 LL Live
Combination Load Cases
Comb. Combination L/C Name Primary Primary L/C Name
6 DL 1 DL SW
2 DL TRAFO
7 (1.4) X DL 6 DL
8 (1.2) X DL + (1.6) X LL + (0.5) X LLR 5 LL
3 LLR
6 DL
9 (1.2) X DL + (1) X LL + (1.6) X LLR 5 LL3 LLR
6 DL
10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 5 LL
3 LLR
4 WL 1
6 DL
Bending ZLoad 10 :
X
Y
Z
Whole Structure Mz 100kNm:1m 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 (Input data was modified after picture taken)
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Load 10
X
Y
Z
Whole Structure Loads 10.1972kg:1m 10 (1.2) X DL + (1) X LL + (0.5) X LLR + (1) X WL1 (Input data was modified after picturetaken)
0.0372
0.0576
0.0617
0.0218
0.03390.0617
0.0218
0.04680.0576
0.0218
0.04590.0372
0.0218
0.0459
0.0218
0.0468
0.0339
Load 10
X
Y
Z
Whole Structure (Input data was modified after picture taken)
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Load 10
X
Y
Z
Whole Structure (Input data was modified after picture taken)
Reaction Summary
Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)FY
(kN)FZ
(kN)MX
(kNm)MY
(kNm)MZ
(kNm)
Max FX 9 8:(1.2) X DL + (1.6)
7.880 201.254 4.520 6.323 0.058 -9.808
Min FX 18 8:(1.2) X DL + (1.6)
-7.880 201.254 4.520 6.323 -0.058 9.808
Max FY 22 8:(1.2) X DL + (1.6)
0.954 352.208 7.360 9.989 0.034 -1.201
Min FY 3 4:WL 1 -0.001 -8.896 -4.575 -7.963 0.003 0.002
Max FZ 20 8:(1.2) X DL + (1.6)
0.176 344.974 7.658 10.450 -0.004 -0.216
Min FZ 12 10:(1.2) X DL + (1)
0.061 200.190 -17.169 -21.783 -0.011 -0.076
Max MX 20 8:(1.2) X DL + (1.6)
0.176 344.974 7.658 10.450 -0.004 -0.216
Min MX 12 10:(1.2) X DL + (1)
0.061 200.190 -17.169 -21.783 -0.011 -0.076
Max MY 6 9:(1.2) X DL + (1) X
-5.078 113.730 2.000 3.105 0.173 6.331
Min MY 1 9:(1.2) X DL + (1) X
5.078 113.730 2.000 3.105 -0.173 -6.331
Max MZ 18 8:(1.2) X DL + (1.6)
-7.880 201.254 4.520 6.323 -0.058 9.808Min MZ 9 8:(1.2) X DL + (1.6)
7.880 201.254 4.520 6.323 0.058 -9.808
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