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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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