Job No Sheet No Rev

AGUS RIDUWAN P. 1
202010340311089
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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Job Information
Engineer Checked Approved

Name: AGUS RIDUWAN P. AFIF UDINZAMZAMI SEPTIROPA, ST., MT, Ph.D

Date: 6/29/2023

Project ID
Project Name

Structure Type FLOOR

Number of Nodes 38 Highest Node 38

Number of Elements 49 Highest Beam 49

Number of Basic Load Cases 2

Number of Combination Load Cases 1

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 BEBAN MATI

Primary 2 BEBAN HIDUP
Combination 4 COMBINATION 1

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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

-189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m -78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
2m -78.900 kg -189.000 kg/m
-189.000 kg/m
-189.000 kg/m -189.000 kg/m
2m -189.000 kg/m 2m
-189.000 kg/m
-189.000 kg/m 2m
2m -189.000 kg/m 2m
2m
2m
2m
2m
2m
Z
Y X
Load 2

SOAL. (Input data was modified after picture taken)

Nodes
Node X Y Z
(m) (m) (m)
1 0 0 0
2 2.000 0 0
3 4.000 0 0
4 6.000 0 0
5 8.000 0 0
6 10.000 0 0
7 12.000 0 0
8 2.000 2.000 0
9 4.000 2.000 0
10 6.000 2.000 0
11 8.000 2.000 0
12 10.000 2.000 0
13 2.000 4.000 0
14 4.000 4.000 0
15 6.000 4.000 0
16 8.000 4.000 0
17 10.000 4.000 0

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By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Nodes Cont...
Node X Y Z
(m) (m) (m)
18 2.000 6.000 0
19 4.000 6.000 0
20 6.000 6.000 0
21 8.000 6.000 0
22 10.000 6.000 0
23 2.000 8.000 0
24 4.000 8.000 0
25 6.000 8.000 0
26 8.000 8.000 0
27 10.000 8.000 0
28 2.000 -2.000 0
29 4.000 -2.000 0
30 6.000 -2.000 0
31 8.000 -2.000 0
32 10.000 -2.000 0
33 0 2.000 0
34 0 4.000 0
35 0 6.000 0
36 12.000 2.000 0
37 12.000 4.000 0
38 12.000 6.000 0

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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

27
38
26
22
25
21 37
24
17
23 20
36
19 16
12
18 15
11 7
35 14
6
13 10
9 5
34 32
8 4
31
33 3
2 30

1 29
Z
Y X 28
Load 2

NO.NODES. (Input data was modified after picture taken)

Beams
Beam Node A Node B Length Property 
(m) (degrees)
1 1 2 2.000 1 0
2 2 3 2.000 1 0
3 3 4 2.000 1 0
4 4 5 2.000 1 0
5 5 6 2.000 1 0
6 6 7 2.000 1 0
7 33 8 2.000 1 0
8 8 9 2.000 1 0
9 9 10 2.000 1 0
10 10 11 2.000 1 0
11 11 12 2.000 1 0
12 12 36 2.000 1 0
13 34 13 2.000 1 0
14 13 14 2.000 1 0
15 14 15 2.000 1 0
16 15 16 2.000 1 0
17 16 17 2.000 1 0
18 17 37 2.000 1 0

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By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beams Cont...
Beam Node A Node B Length Property 
(m) (degrees)
19 35 18 2.000 1 0
20 18 19 2.000 1 0
21 19 20 2.000 1 0
22 20 21 2.000 1 0
23 21 22 2.000 1 0
24 22 38 2.000 1 0
25 23 18 2.000 2 0
26 18 13 2.000 2 0
27 13 8 2.000 2 0
28 8 2 2.000 2 0
29 2 28 2.000 2 0
30 24 19 2.000 2 0
31 19 14 2.000 2 0
32 14 9 2.000 2 0
33 9 3 2.000 2 0
34 3 29 2.000 2 0
35 25 20 2.000 2 0
36 20 15 2.000 2 0
37 15 10 2.000 2 0
38 10 4 2.000 2 0
39 4 30 2.000 2 0
40 26 21 2.000 2 0
41 21 16 2.000 2 0
42 16 11 2.000 2 0
43 11 5 2.000 2 0
44 5 31 2.000 2 0
45 27 22 2.000 2 0
46 22 17 2.000 2 0
47 17 12 2.000 2 0
48 12 6 2.000 2 0
49 6 32 2.000 2 0

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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

45
24
40
23
46
35 18
22
41
30 17
21 47
25 36 12
20 16
31 42
15 11
19 48
26 37 6
10
14 43
32 5
9 49
13 38
27 4
8 44
33
3
7 39
28
2
34
1
29
Z
Y X
Load 2

NO.BEAM. (Input data was modified after picture taken)

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 Rect 0.45x0.25 1.12E+3 190E+3 58.6E+3 153E+3 CONCRETE
2 Rect 0.65x0.30 2.27E+3 801E+3 232E+3 616E+3 CONCRETE

Materials
Mat Name E  Density 
(kg/cm2) (kg/m3) (/°C)
1 STEEL 2.09E+6 0.300 7.83E+3 12E -6
2 CONCRETE 221E+3 0.170 2.4E+3 10E -6
3 ALUMINUM 703E+3 0.330 2.71E+3 23E -6
4 STAINLESSSTEEL 2.02E+6 0.300 7.83E+3 18E -6
5 STEEL_36_KSI 2.04E+6 0.300 7.83E+3 11.7E -6
6 STEEL_50_KSI 2.04E+6 0.300 7.83E+3 11.7E -6
7 STEEL_275_NMM2 2.09E+6 0.300 7.85E+3 12E -6
8 STEEL_355_NMM2 2.09E+6 0.300 7.85E+3 12E -6

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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
1 Fixed Fixed Fixed Fixed Fixed Fixed
7 Fixed Fixed Fixed Fixed Fixed Fixed
23 Fixed Fixed Fixed Fixed Fixed Fixed
24 Fixed Fixed Fixed Fixed Fixed Fixed
25 Fixed Fixed Fixed Fixed Fixed Fixed
26 Fixed Fixed Fixed Fixed Fixed Fixed
27 Fixed Fixed Fixed Fixed Fixed Fixed
28 Fixed Fixed Fixed Fixed Fixed Fixed
29 Fixed Fixed Fixed Fixed Fixed Fixed
30 Fixed Fixed Fixed Fixed Fixed Fixed
31 Fixed Fixed Fixed Fixed Fixed Fixed
32 Fixed Fixed Fixed Fixed Fixed Fixed
33 Fixed Fixed Fixed Fixed Fixed Fixed
34 Fixed Fixed Fixed Fixed Fixed Fixed
35 Fixed Fixed Fixed Fixed Fixed Fixed
36 Fixed Fixed Fixed Fixed Fixed Fixed
37 Fixed Fixed Fixed Fixed Fixed Fixed
38 Fixed Fixed Fixed Fixed Fixed Fixed

Releases
There is no data of this type.

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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

-189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m -78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
-78.900 kg -189.000 kg/m
-189.000 kg/m
-189.000 kg/m -189.000 kg/m

-189.000 kg/m -189.000 kg/m

-189.000 kg/m
-189.000 kg/m

Z
Y X
Load 2

BEBAN HIDUP. (Input data was modified after picture taken)

Primary Load Cases

Number Name Type

1 BEBAN MATI Dead

2 BEBAN HIDUP Live

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

4 COMBINATION 1 1 BEBAN MATI 1.20

2 BEBAN HIDUP 1.60

Load Generators
There is no data of this type.

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202010340311089
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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Max: 0.456 mm

Max: 0.897 mm
Max: 0.981 mm
Max: 1.028 mm
Max: 1.059 mm
Max: 0.897 mm Max: 1.969 mm
Max: 0.981 mm
Max: 0.456 mm Max: 2.271 mm Max: 2.127 mm

Max: 1.969 mm
Max: 1.969 mm Max: 2.454 mm Max: 0.456 mm
Max: 0.981 mm Max: 2.127 mm Max: 2.271 mm
Max: 0.897 mm
Max: 1.059 mm Max: 1.969 mm
Max: 1.028 mm
Max: 0.981 mm
Max: 0.897 mm

Z Max: 0.456 mm
Y X Load 4 : Displacement
Displacement - mm

DISPLACEMNT. (Input data was modified after picture taken)

Node Displacement Summary

Node L/C X Y Z Resultant rX rY rZ
(mm) (mm) (mm) (mm) (rad) (rad) (rad)
Max X 1 1:BEBAN MATI 0 0 0 0 0 0 0
Min X 1 1:BEBAN MATI 0 0 0 0 0 0 0
Max Y 1 1:BEBAN MATI 0 0 0 0 0 0 0
Min Y 1 1:BEBAN MATI 0 0 0 0 0 0 0
Max Z 1 1:BEBAN MATI 0 0 0 0 0 0 0
Min Z 10 4:COMBINATION 1 0 0 -2.042 2.042 -0.000 0.000 0
Max rX 20 4:COMBINATION 1 0 0 -0.926 0.926 0.001 0.000 0
Min rX 4 4:COMBINATION 1 0 0 -0.926 0.926 -0.001 0.000 0
Max rY 8 4:COMBINATION 1 0 0 -0.857 0.857 -0.000 0.001 0
Min rY 12 4:COMBINATION 1 0 0 -0.857 0.857 -0.000 -0.001 0
Max rZ 1 1:BEBAN MATI 0 0 0 0 0 0 0
Min rZ 1 1:BEBAN MATI 0 0 0 0 0 0 0
Max Rst 10 4:COMBINATION 1 0 0 -2.042 2.042 -0.000 0.000 0

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By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam End Displacement Summary

Displacements shown in italic indicate the presence of an offset
Beam Node L/C X Y Z Resultant
(mm) (mm) (mm) (mm)
Max X 1 1 1:BEBAN MATI 0 0 0 0
Min X 1 1 1:BEBAN MATI 0 0 0 0
Max Y 1 1 1:BEBAN MATI 0 0 0 0
Min Y 1 1 1:BEBAN MATI 0 0 0 0
Max Z 1 1 1:BEBAN MATI 0 0 0 0
Min Z 9 10 4:COMBINATION 1 0 0 -2.042 2.042
Max Rst 9 10 4:COMBINATION 1 0 0 -2.042 2.042

Beam End Force Summary

The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension
value for an beam.
Axial Shear Torsion Bending
Beam Node L/C Fx Fy Fz Mx My Mz
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
Max Fx 1 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Min Fx 1 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Max Fy 1 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Min Fy 1 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Max Fz 35 25 4:COMBINATION 1 0 0 5.47E+3 0.000 -10E+3 0
Min Fz 39 30 4:COMBINATION 1 -0 -0 -5.47E+3 -0.000 -10E+3 -0
Max Mx 48 12 4:COMBINATION 1 0 0 -164.239 539.484 1.74E+3 0
Min Mx 46 22 4:COMBINATION 1 0 0 1.61E+3 -539.484 -33.571 0
Max My 36 15 4:COMBINATION 1 -0 -0 1.83E+3 0.000 4.77E+3 -0
Min My 35 25 4:COMBINATION 1 0 0 5.47E+3 0.000 -10E+3 0
Max Mz 1 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Min Mz 1 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0

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By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Z
Y X
Load 4 : Torsion

TORSI. (Input data was modified after picture taken)

Max: -5.93e+03 kg-m

Max: -1.14e+04 kg-m Max: -1.61e+03 kg-m
-2.68e+03 kg-m
-574.649 kg-m
Max: -1.29e+04 kg-m
-5.44e+03 kg-m -92.950 kg-m
-95.603
132.364
124.674 kg-m
Max: 432.306 kg-m Max: -3.5e+03 kg-m
Max: -1.14e+04 kg-m -6.29e+03 kg-m 1.61e+03 kg-m
-323.275
113.185
162.279 kg-m
-167.420kg-m -1.2e+03 kg-m
Max: 408.337
405.320 kg-m kg-m
-5.44e+03 kg-m -88.261
775.897 kg-m
kg-m
Max: 2.36e+03
2.36e+03 kg-m kg-m
Max: -5.93e+03 kg-m -300.650
-439.221
21.606 kg-m
kg-m 2.95e+03 kg-m
719.205 kg-m Max: -3.5e+03 kg-m
405.320
Max: kg-m
408.337 kg-m Max: 913.324 kg-m
433.612
899.918 kg-m Max: 2.84e+03 -1.2e+03
kg-m kg-m
-2.68e+03 kg-m -323.275 kg-m
-167.420kg-m
113.185
162.279 3.35e+03 kg-m Max: 5.27e+03
5.19e+03 kg-m kg-m
Max: 741.583 kg-m
Max: 432.306 kg-m -88.261
775.897
2.36e+03
Max: kg-m
kg-m
2.36e+03
kg-m kg-m
422.800 kg-m Max: 5.67e+03 719.205
kg-m kg-m
-92.950 kg-m
-95.603
124.674
132.364 kg-m 2.95e+03 kg-m Max: 6.18e+03
6.1e+03 kg-m kg-m Max: -1.61e+03 kg-m
Max: 741.583 kg-m Max: 913.324 1.61e+03 kg-m
-574.649 kg-m 433.612
899.918 kg-m kg-m -574.649 kg-m
433.612
899.918
Max: kg-m
913.324 kg-m 5.19e+03
Max: kg-m kg-m
5.27e+03
Max: -1.61e+03 kg-m 1.61e+03 kg-m Max: 5.27e+03
5.19e+03 kg-m kg-m Max: 6.58e+03 kg-m
Max: 741.583 kg-m
719.206 kg-m -95.603 kg-m
-92.950
132.364
124.674 kg-m
422.800 kg-m 2.95e+03 kg-m
-88.261
775.898
2.36e+03kg-m
kg-m
Max: 2.36e+03
kg-m kg-m Max: 5.67e+03 Max: 6.1e+03
Max:
kg-m 741.583 6.18e+03
kg-m kg-m Max: 432.306 kg-m
kg-m -2.68e+03 kg-m
-1.2e+03 kg-m -323.275kg-m
-167.421
113.185
162.279 kg-m
Max: -3.5e+03 kg-m 433.612
899.918 kg-m 3.35e+03 kg-m Max: 408.337 kg-m
Max: 2.84e+03 kg-m Max: Max:913.324
5.19e+03 kg-m
5.27e+03
kg-m kg-m 405.320 kg-m -5.44e+03 kg-m Max: -5.93e+03 kg-m
719.206 kg-m -439.221
-300.650 kg-m
21.606 kg-m
-88.261
775.898
2.36e+03
Max: kg-m
kg-m
2.36e+03
kg-m kg-m 2.95e+03 kg-m Max: -1.14e+04 kg-m
-1.2e+03 kg-m 405.320 kg-m
Max: 408.337 kg-m -6.29e+03 kg-m
Max: -3.5e+03 kg-m -323.275kg-m
-167.421
162.279
113.185 kg-m Max: -1.29e+04 kg-m
1.61e+03 kg-m
Max: 432.306 kg-m-5.44e+03 kg-m
Z -95.603 kg-m
-92.950
124.674
132.364 kg-m
Y Max: -1.14e+04 kg-m
X -574.649 kg-m Load 4 : Bending Y
Max: -1.61e+03 kg-m -2.68e+03 kg-m
Moment - kg-m
Max: -5.93e+03 kg-m

MOMEN. (Input data was modified after picture taken)

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Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
1 1 2.000 1:BEBAN MATI Max +ve 2.000 86.910 0 0
Max -ve 0 -947.882 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -176.021 0 0
4:COMBINATIONMax
1 +ve 2.000 87.543 0 0
Max -ve 0 -1.42E+3 0 0
2 2 2.000 1:BEBAN MATI Max +ve 1.000 223.240 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.167 57.433 0 0
Max -ve 0 -6.530 0 0
4:COMBINATIONMax
1 +ve 1.000 358.494 0 0
Max -ve 0 0
3 3 2.000 1:BEBAN MATI Max +ve 0.833 209.051 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 69.950 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0.833 362.543 0 0
Max -ve 0 0
4 4 2.000 1:BEBAN MATI Max +ve 1.167 209.051 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 69.950 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.167 362.543 0 0
Max -ve 0 0
5 5 2.000 1:BEBAN MATI Max +ve 1.000 223.240 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0.833 57.433 0 0
Max -ve 2.000 -6.530 0 0
4:COMBINATIONMax
1 +ve 1.000 358.494 0 0
Max -ve 0 0
6 6 2.000 1:BEBAN MATI Max +ve 0 86.910 0 0
Max -ve 2.000 -947.882 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -176.022 0 0
4:COMBINATIONMax
1 +ve 0 87.543 0 0
Max -ve 2.000 -1.42E+3 0 0
7 33 2.000 1:BEBAN MATI Max +ve 2.000 373.904 0 0
Max -ve 0 -1.94E+3 0 0
2:BEBAN HIDUP Max +ve 2.000 41.670 0 0
Max -ve 0 -423.070 0 0
4:COMBINATIONMax
1 +ve 2.000 515.357 0 0
Max -ve 0 -3E+3 0 0
8 8 2.000 1:BEBAN MATI Max +ve 1.833 459.536 0 0
Max -ve 0 0

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By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
2:BEBAN HIDUP Max +ve 2.000 134.831 0 0
Max -ve 0 -49.491 0 0
4:COMBINATIONMax
1 +ve 1.833 767.041 0 0
Max -ve 0 -24.127 0 0
9 9 2.000 1:BEBAN MATI Max +ve 1.000 397.023 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 131.363 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 686.608 0 0
Max -ve 0 0
10 10 2.000 1:BEBAN MATI Max +ve 1.000 397.023 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 131.363 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 686.608 0 0
Max -ve 0 0
11 11 2.000 1:BEBAN MATI Max +ve 0.167 459.536 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 134.831 0 0
Max -ve 2.000 -49.491 0 0
4:COMBINATIONMax
1 +ve 0.167 767.041 0 0
Max -ve 2.000 -24.127 0 0
12 12 2.000 1:BEBAN MATI Max +ve 0 373.904 0 0
Max -ve 2.000 -1.94E+3 0 0
2:BEBAN HIDUP Max +ve 0 41.670 0 0
Max -ve 2.000 -423.070 0 0
4:COMBINATIONMax
1 +ve 0 515.357 0 0
Max -ve 2.000 -3E+3 0 0
13 34 2.000 1:BEBAN MATI Max +ve 2.000 373.904 0 0
Max -ve 0 -1.94E+3 0 0
2:BEBAN HIDUP Max +ve 2.000 41.670 0 0
Max -ve 0 -423.070 0 0
4:COMBINATIONMax
1 +ve 2.000 515.357 0 0
Max -ve 0 -3E+3 0 0
14 13 2.000 1:BEBAN MATI Max +ve 1.833 459.536 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 2.000 134.831 0 0
Max -ve 0 -49.491 0 0
4:COMBINATIONMax
1 +ve 1.833 767.041 0 0
Max -ve 0 -24.127 0 0
15 14 2.000 1:BEBAN MATI Max +ve 1.000 397.023 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 131.363 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 686.608 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 13 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 14
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
Max -ve 0 0
16 15 2.000 1:BEBAN MATI Max +ve 1.000 397.023 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 131.363 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 686.608 0 0
Max -ve 0 0
17 16 2.000 1:BEBAN MATI Max +ve 0.167 459.536 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 134.831 0 0
Max -ve 2.000 -49.491 0 0
4:COMBINATIONMax
1 +ve 0.167 767.041 0 0
Max -ve 2.000 -24.127 0 0
18 17 2.000 1:BEBAN MATI Max +ve 0 373.904 0 0
Max -ve 2.000 -1.94E+3 0 0
2:BEBAN HIDUP Max +ve 0 41.670 0 0
Max -ve 2.000 -423.070 0 0
4:COMBINATIONMax
1 +ve 0 515.357 0 0
Max -ve 2.000 -3E+3 0 0
19 35 2.000 1:BEBAN MATI Max +ve 2.000 86.910 0 0
Max -ve 0 -947.882 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -176.021 0 0
4:COMBINATIONMax
1 +ve 2.000 87.543 0 0
Max -ve 0 -1.42E+3 0 0
20 18 2.000 1:BEBAN MATI Max +ve 1.000 223.240 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.167 57.433 0 0
Max -ve 0 -6.530 0 0
4:COMBINATIONMax
1 +ve 1.000 358.494 0 0
Max -ve 0 0
21 19 2.000 1:BEBAN MATI Max +ve 0.833 209.051 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 69.950 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0.833 362.543 0 0
Max -ve 0 0
22 20 2.000 1:BEBAN MATI Max +ve 1.167 209.051 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 69.950 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.167 362.543 0 0
Max -ve 0 0
23 21 2.000 1:BEBAN MATI Max +ve 1.000 223.240 0 0
Max -ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 14 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 15
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
2:BEBAN HIDUP Max +ve 0.833 57.433 0 0
Max -ve 2.000 -6.530 0 0
4:COMBINATIONMax
1 +ve 1.000 358.494 0 0
Max -ve 0 0
24 22 2.000 1:BEBAN MATI Max +ve 0 86.910 0 0
Max -ve 2.000 -947.882 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -176.022 0 0
4:COMBINATIONMax
1 +ve 0 87.543 0 0
Max -ve 2.000 -1.42E+3 0 0
25 23 2.000 1:BEBAN MATI Max +ve 2.000 15.307 0 0
Max -ve 0 -2.94E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -616.233 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 0 -4.51E+3 0 0
26 18 2.000 1:BEBAN MATI Max +ve 2.000 1.06E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 2.000 289.422 0 0
Max -ve 0 -30.160 0 0
4:COMBINATIONMax
1 +ve 2.000 1.74E+3 0 0
Max -ve 0 -33.571 0 0
27 13 2.000 1:BEBAN MATI Max +ve 1.000 1.3E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 342.858 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 2.11E+3 0 0
Max -ve 0 0
28 8 2.000 1:BEBAN MATI Max +ve 0 1.06E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 289.422 0 0
Max -ve 2.000 -30.160 0 0
4:COMBINATIONMax
1 +ve 0 1.74E+3 0 0
Max -ve 2.000 -33.571 0 0
29 2 2.000 1:BEBAN MATI Max +ve 0 15.307 0 0
Max -ve 2.000 -2.94E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -616.233 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -4.51E+3 0 0
30 24 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 0 -5.45E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -1.38E+3 0 0
4:COMBINATIONMax
1 +ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 15 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 16
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
Max -ve 0 -8.75E+3 0 0
31 19 2.000 1:BEBAN MATI Max +ve 2.000 2.42E+3 0 0
Max -ve 0 -104.791 0 0
2:BEBAN HIDUP Max +ve 2.000 703.460 0 0
Max -ve 0 -70.174 0 0
4:COMBINATIONMax
1 +ve 2.000 4.03E+3 0 0
Max -ve 0 -238.028 0 0
32 14 2.000 1:BEBAN MATI Max +ve 1.000 2.61E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 741.213 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 4.32E+3 0 0
Max -ve 0 0
33 9 2.000 1:BEBAN MATI Max +ve 0 2.42E+3 0 0
Max -ve 2.000 -104.791 0 0
2:BEBAN HIDUP Max +ve 0 703.460 0 0
Max -ve 2.000 -70.174 0 0
4:COMBINATIONMax
1 +ve 0 4.03E+3 0 0
Max -ve 2.000 -238.028 0 0
34 3 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -5.45E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -1.38E+3 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -8.75E+3 0 0
35 25 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 0 -6.18E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -1.63E+3 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 0 -10E+3 0 0
36 20 2.000 1:BEBAN MATI Max +ve 2.000 2.84E+3 0 0
Max -ve 0 -161.799 0 0
2:BEBAN HIDUP Max +ve 2.000 845.803 0 0
Max -ve 0 -88.285 0 0
4:COMBINATIONMax
1 +ve 2.000 4.77E+3 0 0
Max -ve 0 -335.415 0 0
37 15 2.000 1:BEBAN MATI Max +ve 1.000 3.04E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 882.361 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 5.06E+3 0 0
Max -ve 0 0
38 10 2.000 1:BEBAN MATI Max +ve 0 2.84E+3 0 0
Max -ve 2.000 -161.799 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 16 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 17
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
2:BEBAN HIDUP Max +ve 0 845.803 0 0
Max -ve 2.000 -88.285 0 0
4:COMBINATIONMax
1 +ve 0 4.77E+3 0 0
Max -ve 2.000 -335.415 0 0
39 4 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -6.18E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -1.63E+3 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -10E+3 0 0
40 26 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 0 -5.45E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -1.38E+3 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 0 -8.75E+3 0 0
41 21 2.000 1:BEBAN MATI Max +ve 2.000 2.42E+3 0 0
Max -ve 0 -104.791 0 0
2:BEBAN HIDUP Max +ve 2.000 703.460 0 0
Max -ve 0 -70.174 0 0
4:COMBINATIONMax
1 +ve 2.000 4.03E+3 0 0
Max -ve 0 -238.028 0 0
42 16 2.000 1:BEBAN MATI Max +ve 1.000 2.61E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 741.213 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 4.32E+3 0 0
Max -ve 0 0
43 11 2.000 1:BEBAN MATI Max +ve 0 2.42E+3 0 0
Max -ve 2.000 -104.791 0 0
2:BEBAN HIDUP Max +ve 0 703.460 0 0
Max -ve 2.000 -70.174 0 0
4:COMBINATIONMax
1 +ve 0 4.03E+3 0 0
Max -ve 2.000 -238.028 0 0
44 5 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -5.45E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -1.38E+3 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -8.75E+3 0 0
45 27 2.000 1:BEBAN MATI Max +ve 2.000 15.307 0 0
Max -ve 0 -2.94E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -616.233 0 0
4:COMBINATIONMax
1 +ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 17 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 18
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kg-m) (m) (kg-m)
Max -ve 0 -4.51E+3 0 0
46 22 2.000 1:BEBAN MATI Max +ve 2.000 1.06E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 2.000 289.422 0 0
Max -ve 0 -30.160 0 0
4:COMBINATIONMax
1 +ve 2.000 1.74E+3 0 0
Max -ve 0 -33.571 0 0
47 17 2.000 1:BEBAN MATI Max +ve 1.000 1.3E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 1.000 342.858 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 1.000 2.11E+3 0 0
Max -ve 0 0
48 12 2.000 1:BEBAN MATI Max +ve 0 1.06E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 289.422 0 0
Max -ve 2.000 -30.160 0 0
4:COMBINATIONMax
1 +ve 0 1.74E+3 0 0
Max -ve 2.000 -33.571 0 0
49 6 2.000 1:BEBAN MATI Max +ve 0 15.307 0 0
Max -ve 2.000 -2.94E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -616.233 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -4.51E+3 0 0

Beam Maximum Shear Forces

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
1 1 2.000 1:BEBAN MATI Max +ve 0 787.691 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 82.777 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 1.08E+3 0 0
Max -ve 0 0
2 2 2.000 1:BEBAN MATI Max +ve 0 261.858 0 0
Max -ve 2.000 -278.731 0 0
2:BEBAN HIDUP Max +ve 0 113.159 0 0
Max -ve 2.000 -86.841 0 0
4:COMBINATIONMax
1 +ve 0 495.284 0 0
Max -ve 2.000 -473.424 0 0
3 3 2.000 1:BEBAN MATI Max +ve 0 236.936 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 18 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 19
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
Max -ve 2.000 -303.653 0 0
2:BEBAN HIDUP Max +ve 0 92.558 0 0
Max -ve 2.000 -107.442 0 0
4:COMBINATIONMax
1 +ve 0 432.417 0 0
Max -ve 2.000 -536.291 0 0
4 4 2.000 1:BEBAN MATI Max +ve 0 303.653 0 0
Max -ve 2.000 -236.936 0 0
2:BEBAN HIDUP Max +ve 0 107.442 0 0
Max -ve 2.000 -92.558 0 0
4:COMBINATIONMax
1 +ve 0 536.291 0 0
Max -ve 2.000 -432.417 0 0
5 5 2.000 1:BEBAN MATI Max +ve 0 278.732 0 0
Max -ve 2.000 -261.858 0 0
2:BEBAN HIDUP Max +ve 0 86.841 0 0
Max -ve 2.000 -113.159 0 0
4:COMBINATIONMax
1 +ve 0 473.424 0 0
Max -ve 2.000 -495.284 0 0
6 6 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -787.691 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -82.777 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -1.08E+3 0 0
7 33 2.000 1:BEBAN MATI Max +ve 0 1.43E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 232.370 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 2.08E+3 0 0
Max -ve 0 0
8 8 2.000 1:BEBAN MATI Max +ve 0 473.400 0 0
Max -ve 2.000 -67.190 0 0
2:BEBAN HIDUP Max +ve 0 192.161 0 0
Max -ve 2.000 -7.839 0 0
4:COMBINATIONMax
1 +ve 0 875.537 0 0
Max -ve 2.000 -93.170 0 0
9 9 2.000 1:BEBAN MATI Max +ve 0 257.600 0 0
Max -ve 2.000 -282.990 0 0
2:BEBAN HIDUP Max +ve 0 103.978 0 0
Max -ve 2.000 -96.022 0 0
4:COMBINATIONMax
1 +ve 0 475.485 0 0
Max -ve 2.000 -493.223 0 0
10 10 2.000 1:BEBAN MATI Max +ve 0 282.990 0 0
Max -ve 2.000 -257.600 0 0
2:BEBAN HIDUP Max +ve 0 96.022 0 0
Max -ve 2.000 -103.978 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 19 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 20
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
4:COMBINATIONMax
1 +ve 0 493.223 0 0
Max -ve 2.000 -475.485 0 0
11 11 2.000 1:BEBAN MATI Max +ve 0 67.190 0 0
Max -ve 2.000 -473.400 0 0
2:BEBAN HIDUP Max +ve 0 7.839 0 0
Max -ve 2.000 -192.161 0 0
4:COMBINATIONMax
1 +ve 0 93.171 0 0
Max -ve 2.000 -875.537 0 0
12 12 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -1.43E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -232.370 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -2.08E+3 0 0
13 34 2.000 1:BEBAN MATI Max +ve 0 1.43E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 232.370 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 2.08E+3 0 0
Max -ve 0 0
14 13 2.000 1:BEBAN MATI Max +ve 0 473.400 0 0
Max -ve 2.000 -67.190 0 0
2:BEBAN HIDUP Max +ve 0 192.161 0 0
Max -ve 2.000 -7.839 0 0
4:COMBINATIONMax
1 +ve 0 875.537 0 0
Max -ve 2.000 -93.170 0 0
15 14 2.000 1:BEBAN MATI Max +ve 0 257.600 0 0
Max -ve 2.000 -282.990 0 0
2:BEBAN HIDUP Max +ve 0 103.978 0 0
Max -ve 2.000 -96.022 0 0
4:COMBINATIONMax
1 +ve 0 475.485 0 0
Max -ve 2.000 -493.223 0 0
16 15 2.000 1:BEBAN MATI Max +ve 0 282.990 0 0
Max -ve 2.000 -257.600 0 0
2:BEBAN HIDUP Max +ve 0 96.022 0 0
Max -ve 2.000 -103.978 0 0
4:COMBINATIONMax
1 +ve 0 493.223 0 0
Max -ve 2.000 -475.485 0 0
17 16 2.000 1:BEBAN MATI Max +ve 0 67.190 0 0
Max -ve 2.000 -473.400 0 0
2:BEBAN HIDUP Max +ve 0 7.839 0 0
Max -ve 2.000 -192.161 0 0
4:COMBINATIONMax
1 +ve 0 93.171 0 0
Max -ve 2.000 -875.537 0 0
18 17 2.000 1:BEBAN MATI Max +ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 20 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 21
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
Max -ve 2.000 -1.43E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -232.370 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -2.08E+3 0 0
19 35 2.000 1:BEBAN MATI Max +ve 0 787.691 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 82.777 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 1.08E+3 0 0
Max -ve 0 0
20 18 2.000 1:BEBAN MATI Max +ve 0 261.858 0 0
Max -ve 2.000 -278.731 0 0
2:BEBAN HIDUP Max +ve 0 113.159 0 0
Max -ve 2.000 -86.841 0 0
4:COMBINATIONMax
1 +ve 0 495.284 0 0
Max -ve 2.000 -473.424 0 0
21 19 2.000 1:BEBAN MATI Max +ve 0 236.936 0 0
Max -ve 2.000 -303.653 0 0
2:BEBAN HIDUP Max +ve 0 92.558 0 0
Max -ve 2.000 -107.442 0 0
4:COMBINATIONMax
1 +ve 0 432.417 0 0
Max -ve 2.000 -536.291 0 0
22 20 2.000 1:BEBAN MATI Max +ve 0 303.653 0 0
Max -ve 2.000 -236.936 0 0
2:BEBAN HIDUP Max +ve 0 107.442 0 0
Max -ve 2.000 -92.558 0 0
4:COMBINATIONMax
1 +ve 0 536.291 0 0
Max -ve 2.000 -432.417 0 0
23 21 2.000 1:BEBAN MATI Max +ve 0 278.732 0 0
Max -ve 2.000 -261.858 0 0
2:BEBAN HIDUP Max +ve 0 86.841 0 0
Max -ve 2.000 -113.159 0 0
4:COMBINATIONMax
1 +ve 0 473.424 0 0
Max -ve 2.000 -495.284 0 0
24 22 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -787.691 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -82.777 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -1.08E+3 0 0
25 23 2.000 1:BEBAN MATI Max +ve 0 1.95E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 290.173 0 0
Max -ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 21 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 22
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
4:COMBINATIONMax
1 +ve 0 2.8E+3 0 0
Max -ve 0 0
26 18 2.000 1:BEBAN MATI Max +ve 0 994.166 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 259.791 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 1.61E+3 0 0
Max -ve 0 0
27 13 2.000 1:BEBAN MATI Max +ve 0 468.511 0 0
Max -ve 2.000 -468.511 0 0
2:BEBAN HIDUP Max +ve 0 100.000 0 0
Max -ve 2.000 -100.000 0 0
4:COMBINATIONMax
1 +ve 0 722.213 0 0
Max -ve 2.000 -722.213 0 0
28 8 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -994.166 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -259.791 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -1.61E+3 0 0
29 2 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -1.95E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -290.173 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -2.8E+3 0 0
30 24 2.000 1:BEBAN MATI Max +ve 0 3.18E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 666.217 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 4.89E+3 0 0
Max -ve 0 0
31 19 2.000 1:BEBAN MATI Max +ve 0 1.73E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 486.817 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 2.86E+3 0 0
Max -ve 0 0
32 14 2.000 1:BEBAN MATI Max +ve 0 468.511 0 0
Max -ve 2.000 -468.511 0 0
2:BEBAN HIDUP Max +ve 0 100.000 0 0
Max -ve 2.000 -100.000 0 0
4:COMBINATIONMax
1 +ve 0 722.213 0 0
Max -ve 2.000 -722.213 0 0
33 9 2.000 1:BEBAN MATI Max +ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 22 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 23
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
Max -ve 2.000 -1.73E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -486.817 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -2.86E+3 0 0
34 3 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -3.18E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -666.217 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -4.89E+3 0 0
35 25 2.000 1:BEBAN MATI Max +ve 0 3.52E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 781.927 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 5.47E+3 0 0
Max -ve 0 0
36 20 2.000 1:BEBAN MATI Max +ve 0 1.97E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 567.044 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 3.27E+3 0 0
Max -ve 0 0
37 15 2.000 1:BEBAN MATI Max +ve 0 468.511 0 0
Max -ve 2.000 -468.511 0 0
2:BEBAN HIDUP Max +ve 0 100.000 0 0
Max -ve 2.000 -100.000 0 0
4:COMBINATIONMax
1 +ve 0 722.213 0 0
Max -ve 2.000 -722.213 0 0
38 10 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -1.97E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -567.044 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -3.27E+3 0 0
39 4 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -3.52E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -781.927 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -5.47E+3 0 0
40 26 2.000 1:BEBAN MATI Max +ve 0 3.18E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 666.217 0 0
Max -ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 23 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 24
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
4:COMBINATIONMax
1 +ve 0 4.89E+3 0 0
Max -ve 0 0
41 21 2.000 1:BEBAN MATI Max +ve 0 1.73E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 486.817 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 2.86E+3 0 0
Max -ve 0 0
42 16 2.000 1:BEBAN MATI Max +ve 0 468.511 0 0
Max -ve 2.000 -468.511 0 0
2:BEBAN HIDUP Max +ve 0 100.000 0 0
Max -ve 2.000 -100.000 0 0
4:COMBINATIONMax
1 +ve 0 722.213 0 0
Max -ve 2.000 -722.213 0 0
43 11 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -1.73E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -486.817 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -2.86E+3 0 0
44 5 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -3.18E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -666.217 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -4.89E+3 0 0
45 27 2.000 1:BEBAN MATI Max +ve 0 1.95E+3 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 290.173 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 2.8E+3 0 0
Max -ve 0 0
46 22 2.000 1:BEBAN MATI Max +ve 0 994.166 0 0
Max -ve 0 0
2:BEBAN HIDUP Max +ve 0 259.791 0 0
Max -ve 0 0
4:COMBINATIONMax
1 +ve 0 1.61E+3 0 0
Max -ve 0 0
47 17 2.000 1:BEBAN MATI Max +ve 0 468.511 0 0
Max -ve 2.000 -468.511 0 0
2:BEBAN HIDUP Max +ve 0 100.000 0 0
Max -ve 2.000 -100.000 0 0
4:COMBINATIONMax
1 +ve 0 722.213 0 0
Max -ve 2.000 -722.213 0 0
48 12 2.000 1:BEBAN MATI Max +ve 0 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 24 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 25
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

Beam Maximum Shear Forces Cont...

Beam Node A Length L/C d Max Fz d Max Fy
(m) (m) (kg) (m) (kg)
Max -ve 2.000 -994.166 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 2.000 -259.791 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -1.61E+3 0 0
49 6 2.000 1:BEBAN MATI Max +ve 0 0
Max -ve 2.000 -1.95E+3 0 0
2:BEBAN HIDUP Max +ve 0 0
Max -ve 0 -290.173 0 0
4:COMBINATIONMax
1 +ve 0 0
Max -ve 2.000 -2.8E+3 0 0

Max: 3.57e+03 kg
Max: 6.26e+03 kg 2.92e+03 kg
Max: -1.19e+03 kg
Max: 6.97e+03 kg 5.6e+03 kg -869.190 kg
2.26e+03
Max: kg kg
2.18e+03
-544.837 kg
-621.010
Max: 6.26e+03 kg 6.32e+03 kg 4.94e+03
Max: 5.744
kg kg
3.76e+03 kg
Max: 632.498 1.23e+03 kg
-556.417 kg kg Max: -2.46e+03 kg
5.6e+03 kg 5.66e+03
Max: kg
70.336kgkg
4.27e+03 2.8e+03 kg -2.14e+03 kg
Max:
267.627958.315
kg kg
Max: 3.57e+03 kg Max: -697.090
697.090 kg Max: -1.12e+03
-1.81e+03 kg kg
Max: kg
-494.090 kg
4.94e+03
Max: -70.336
kg kgkg
3.76e+03 3.31e+03 kg 1.84e+03
Max: kg
958.315 0 kg
2.92e+03 kg 556.417 kg
132.664
-621.348 kg kg
kg Max: -2.46e+03 kg
Max: -632.498 kg 5.406 kg -2.14e+03 kg
-5.744 kg 2.8e+03 kg 2.35e+03 kg
958.315 kg
Max: -632.160
632.160 0 kg -267.627
-958.315
Max: kg
-1.12e+03
-1.81e+03 kg kg
2.26e+03
Max: kg kg
2.18e+03
621.009
544.836 kg Max: kg
-494.090 kg
869.190 kg -5.406 kg Max: -1.19e+03 kg
1.84e+03
Max: kg
958.315 kg 0 kg 132.664
-621.348
-958.315
-1.84e+03kg
kgkg -1.23e+03 kg
1.23e+03 kg 621.348 kg
-132.664 kg -869.190 kg
Max: 1.19e+03 kg 5.406 kg
494.090 kg -544.837
-621.010 kg
Max:
Max: 632.160
-632.160 kg Max: -2.18e+03
-2.26e+03 kg kg
1.81e+03
Max: kg kg
1.12e+03
958.315
267.627 kg kg 0 kg -958.315
-2.35e+03 kgkg kg -2.8e+03 kg 5.744 kg
2.14e+03 kg -5.406 kg Max: 632.498 kg
621.348 kg -556.417 kg -2.92e+03 kg
Max: 2.46e+03 kg 0 kg -132.664
-958.315
-1.84e+03kg kg -3.31e+03 kg 70.336 kgMax: -3.76e+03
-4.94e+03 kg kg
494.090 kg
1.81e+03 kg kg Max: 697.090 kg
Max: -697.090 kg Max: -3.57e+03 kg
Max: 1.12e+03
-267.627
-958.315 kg
2.14e+03 kg -2.8e+03 kg Max: -4.27e+03
-70.336 kg-5.66e+03 kg kg -5.6e+03 kg
Max: 2.46e+03 kg 556.417
Max: kg
-632.498 kg
-1.23e+03 kg Max: -6.26e+03 kg
-5.744 kg Max: -3.76e+03
-4.94e+03 kg kg -6.32e+03 kg
621.009 kg
544.836
Z Max: -2.18e+03
-2.26e+03 kg kg -5.6e+03 kg Max: -6.97e+03 kg
Y X 869.190 kg Load 4 : Shear Z
Max: 1.19e+03 kg Force - kg
-2.92e+03 kg Max: -6.26e+03 kg
Max: -3.57e+03 kg

SHARE FORCE. (Input data was modified after picture taken)

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 25 of 26
 Job No Sheet No Rev
AGUS RIDUWAN P. 26
202010340311089
Software licensed to only @ ::LAVTeam:: (R) Part
CONNECTED User: User is not logged in to CONNECTION Client.
Job Title STRUKTUR GRID Ref

By AGUS RIDUWANDate
P.6/29/2023 Chd AFIF UDIN
Client UMM File STRUKTUR GRID.STD Date/Time 29-Jun-2023 11:55

X = 0.000 kg X = 0.000 kg X = 0.000 kg X = 0.000 kg

X = 0.000 kg X = 0.000 kg
Y = 0.000 kg Y = 0.000 kg Y = 0.000 kg Y = 0.000 kg
Y = 0.000 kg Y = 0.000 kg
Z = 6255.944 kg Z = 6971.517 kg Z = 6255.945 kg Z = 2460.240 kg
Z = 3572.261 kg Z = 1193.544 kg
MX = -11367.478 kg-m MX = -12931.853 kg-m MX = -11367.478 kg-m MX = -109.452 kg-m
MX = -5925.642 kg-m MX = -227.793 kg-m
MY = -417.213 kg-m MY = -0.000 kg-m MY = 417.213 kg-m MY = 3495.874 kg-m
MY = 871.849 kg-m MY = 1606.016 kg-m
MZ = 0.000 kg-m MZ = 0.000 kg-m MZ = 0.000 kg-m MZ = 0.000 kg-m
MZ = 0.000 kg-m MZ = 0.000 kg-m
X = 0.000 kg X = 0.000 kg
Y = 0.000 kg Y = 0.000 kg
Z = 3572.262 kg Z = 2460.240 kg
MX = -5925.643 kg-m MX = 109.452 kg-m
MY = -871.849 kg-m MY = 3495.874 kg-m
MZ = 0.000 kg-m MZ = 0.000 kg-m
X = 0.000 kg
X = 0.000 kg Y = 0.000 kg
Y = 0.000 kg Z = 1193.544 kg
Z = 1193.544 kg MX = 227.793 kg-m
MX = -227.793 kg-m MY = 1606.016 kg-m
MY = -1606.016 kg-m MZ = 0.000 kg-m
MZ = 0.000 kg-m X = 0.000 kg
Y = 0.000 kg
Z Z = 3572.261 kg
Y X
X = 0.000 kg MX = 5925.642 kg-m
Load 4
Y = 0.000 kg MY = 871.849 kg-m
Z = 2460.239 kg MZ = 0.000 kg-m
MX = -109.452 kg-m X = 0.000 kg
MY = -3495.874 kg-m X = 0.000 kg X = 0.000 kg X = 0.000 kg
X = 0.000 kg X = 0.000 kg Y = 0.000 kg Y = 0.000 kg
MZ = 0.000 kg-m Y = 0.000 kg Y = 0.000 kg
Y = 0.000 kg Y = 0.000 kg Z = 6971.517 kg Z = 6255.944 kg
Z = 2460.239 kg Z = 6255.944 kg
Z = 1193.544 kg Z = 3572.262 kg MX = 12931.853 kg-m MX = 11367.478 kg-m
MX = 109.452 kg-m MX = 11367.478 kg-m
MX = 227.793 kg-m MX = 5925.643 kg-m MY = -0.000 kg-m MY = 417.213 kg-m
MY = -3495.874 kg-m MY = -417.213 kg-m
MY = -1606.016 kg-m MY = -871.849 kg-m MZ = 0.000 kg-m MZ = 0.000 kg-m
MZ = 0.000 kg-m MZ = 0.000 kg-m
MZ = 0.000 kg-m MZ = 0.000 kg-m

REACTIONS. (Input data was modified after picture taken)

Reaction Summary
Horizontal Vertical Moment
Node L/C FX FY FZ MX MY MZ
(kg) (kg) (kg) (kg-m) (kg-m) (kg-m)
Max FX 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Min FX 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Max FY 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Min FY 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Max FZ 25 4:COMBINATION 1 0 0 5.47E+3 -10E+3 -0.000 0
Min FZ 1 2:BEBAN HIDUP 0 0 82.777 31.051 -176.021 0
Max MX 30 4:COMBINATION 1 0 0 5.47E+3 10E+3 -0.000 0
Min MX 25 4:COMBINATION 1 0 0 5.47E+3 -10E+3 -0.000 0
Max MY 36 4:COMBINATION 1 0 0 2.08E+3 94.777 3E+3 0
Min MY 33 4:COMBINATION 1 0 0 2.08E+3 94.777 -3E+3 0
Max MZ 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0
Min MZ 1 1:BEBAN MATI 0 0 787.691 124.368 -947.882 0

Print Time/Date: 29/06/2023 11:56 STAAD.Pro CONNECT Edition 22.06.00.138 Print Run 26 of 26