Analisis estructural
- 1. STRUCTURAL ANALYSIS DEAD LOAD AXIS A (D "A")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 7105 -291 -402 1 291 7105 -402
5 -7105 291 -760 2 -3 14521 -1
3 3 14521 1
2 2 14521 3 -1 4 -291 7105 402
6 -14521 -3 12
3 3 14521 -3 1
7 -14521 3 -12
4 4 7105 291 402
8 -7105 -291 760
5 5 -401 2574 1908
6 401 2654 -2097
6 6 -399 2614 2056
7 399 2614 -2056
7 7 -401 2654 2097
8 401 2574 -1908
8 5 4531 -691 -1149
9 -4531 691 -926
9 6 9253 5 30
10 -9253 -5 -15
10 7 9253 -5 -30
11 -9253 5 15
11 8 4531 691 1149
12 -4531 -691 926
12 9 -122 2506 1931
10 122 2524 -1973
13 10 -101 2515 1969
11 101 2515 -1969
14 11 -122 2524 1973
12 122 2506 -1931
15 9 2025 -813 -1005
13 -2025 813 -1435
16 10 4214 25 19
14 -4214 -25 57
17 11 4214 -25 -19
15 -4214 25 -57
18 12 2025 813 1005
16 -2025 -813 1435
19 13 813 2025 1435
14 -813 2134 -1692
20 14 788 2079 1635
15 -788 2079 -1635
21 15 813 2134 1692
16 -813 2025 -1435
- 2. STRUCTURAL ANALYSIS LIVE LOAD AXIS A (L "A")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 3658 -168 -234 1 168 3658 -234
5 -3658 168 -439 2 1 7448 -5
3 -1 7448 5
2 2 7448 -1 -5 4 -168 3658 234
6 -7448 1 0
3 3 7448 1 5
7 -7448 -1 0
4 4 3658 168 234
8 -3658 -168 439
5 5 -269 1518 1125
6 269 1567 -1241
6 6 -253 1543 1212
7 253 1543 -1212
7 7 -269 1567 1241
8 269 1518 -1125
8 5 2140 -438 -686
9 -2140 438 -627
9 6 4339 15 29
10 -4339 -15 17
10 7 4339 -15 -29
11 -4339 15 -17
11 8 2140 438 686
12 -2140 -438 627
12 9 109 1528 1155
10 -109 1557 -1225
13 10 92 1543 1210
11 -92 1543 -1210
14 11 109 1557 1225
12 -109 1528 -1155
15 9 612 -329 -528
13 -612 329 -459
16 10 1239 -1 -2
14 -1239 1 -1
17 11 1239 1 2
15 -1239 -1 1
18 12 612 329 528
16 -612 -329 459
19 13 329 612 459
14 -329 622 -482
20 14 330 617 483
15 -330 617 -483
21 15 329 622 482
16 -329 612 -459
- 3. STRUCTURAL ANALYSIS SEISMIC LOAD AXIS A (E "A")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 -6917 4408 13526 1 -4408 -6917 13526
5 6917 -4408 4107 2 -5336 365 14787
3 -5336 -365 14787
2 2 365 5336 14787 4 -4408 6917 13526
6 -365 -5336 6556
3 3 -365 5336 14787
7 365 -5336 6556
4 4 6917 4408 13526
8 -6917 -4408 4107
5 5 -953 -2969 -7150
6 953 2969 -6835
6 6 0 -2787 -6565
7 0 2787 -6565
7 7 953 -2969 -6835
8 -953 2969 -7150
8 5 -3948 2862 3043
9 3948 -2862 5543
9 6 183 5102 6843
10 -183 -5102 8463
10 7 -183 5102 6843
11 183 -5102 8463
11 8 3948 2862 3043
12 -3948 -2862 5543
12 9 -387 -2439 -5814
10 387 2439 -5673
13 10 0 -2377 -5597
11 0 2377 -5597
14 11 387 -2439 -5673
12 -387 2439 -5814
15 9 -1509 1315 271
13 1509 -1315 3674
16 10 121 3170 2807
14 -121 -3170 6703
17 11 -121 3170 2807
15 121 -3170 6703
18 12 1509 1315 271
16 -1509 -1315 3674
19 13 180 -1509 -3674
14 -180 1509 -3435
20 14 0 -1388 -3269
15 0 1388 -3269
21 15 -180 -1509 -3435
16 180 1509 -3674
- 4. STRUCTURAL ANALYSIS DEAD LOAD AXIS 3 (D "3")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 23221 -1229 -1657 1 1229 23221 -1657
3 -23221 1229 -3261 2 -1229 23221 1657
2 2 23221 1229 1657
4 -23221 -1229 3261
3 3 -1897 8119 8508
4 1897 8119 -8508
4 3 15102 -3126 -5247
5 -15102 3126 -4132
5 4 15102 3126 5247
6 -15102 -3126 4132
6 5 -761 8023 8967
6 761 8023 -8967
7 5 7079 -3887 -4836
7 -7079 3887 -6827
8 6 7079 3887 4836
8 -7079 -3887 6827
9 7 3887 7079 6827
8 -3887 7079 -6827
- 5. STRUCTURAL ANALYSIS LIVE LOAD AXIS 3 (L "3")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 13809 -836 -1129 1 836 13809 -1129
3 -13809 836 -2214 2 -836 13809 1129
2 2 13809 836 1129
4 -13809 -836 2214
3 3 -1609 5755 6066
4 1609 5755 -6066
4 3 8055 -2445 -3853
5 -8055 2445 -3481
5 4 8055 2445 3853
6 -8055 -2445 3481
6 5 728 5755 6257
6 -728 5755 -6257
7 5 2300 -1717 -2776
7 -2300 1717 -2375
8 6 2300 1717 2776
8 -2300 -1717 2375
9 7 1717 2300 2375
8 -1717 2300 -2375
- 6. STRUCTURAL ANALYSIS SEISMIC LOAD AXIS 3 (E "3")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 -7291 4964 12895 1 -4964 -7291 12895
3 7291 -4964 6961 2 -4964 7291 12895
2 2 7291 4964 12895
4 -7291 -4964 6961
3 3 0 -3396 -12057
4 0 3396 -12057
4 3 -3894 4037 5097
5 3894 -4037 7014
5 4 3894 4037 5097
6 -3894 -4037 7014
6 5 0 -2547 -9043
6 0 2547 -9043
7 5 -1347 2270 2029
7 1347 -2270 4781
8 6 1347 2270 2029
8 -1347 -2270 4781
9 7 0 -1347 -4781
8 0 1347 -4781
- 7. STRUCTURAL ANALYSIS DEAD LOAD AXIS 1 (D "1")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 15524 -826 -1114 1 826 15524 -1114
3 -15524 826 -2192 2 -826 15524 1114
2 2 15524 826 1114
4 -15524 -826 2192
3 3 -1269 5453 5713
4 1269 5453 -5713
4 3 10071 -2096 -3521
5 -10071 2096 -2766
5 4 10071 2096 3521
6 -10071 -2096 2766
6 5 -494 5357 5988
6 494 5357 -5988
7 5 4714 -2590 -3222
7 -4714 2590 -4547
8 6 4714 2590 3222
8 -4714 -2590 4547
9 7 2590 4714 4547
8 -2590 4714 -4547
- 8. STRUCTURAL ANALYSIS LIVE LOAD AXIS 1 (L "1")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 7778 -471 -636 1 471 7778 -636
3 -7778 471 -1247 2 -471 7778 636
2 2 7778 471 636
4 -7778 -471 1247
3 3 -906 3241 3417
4 906 3241 -3417
4 3 4537 -1377 -2170
5 -4537 1377 -1961
5 4 4537 1377 2170
6 -4537 -1377 1961
6 5 410 3241 3524
6 -410 3241 -3524
7 5 1296 -967 -1563
7 -1296 967 -1338
8 6 1296 967 1563
8 -1296 -967 1338
9 7 967 1296 1338
8 -967 1296 -1338
- 9. STRUCTURAL ANALYSIS SEISMIC LOAD AXIS 1 (E "1")
Element i, j Axial force Shear force Moment Node Force Fx Force Fy Moment M
1 1 -7642 5245 13610 1 -5245 -7642 13610
3 7642 -5245 7370 2 -5245 7642 13610
2 2 7642 5245 13610
4 -7642 -5245 7370
3 3 0 -3572 -12681
4 0 3572 -12681
4 3 -4070 4224 5311
5 4070 -4224 7361
5 4 4070 4224 5311
6 -4070 -4224 7361
6 5 0 -2665 -9461
6 0 2665 -9461
7 5 -1405 2363 2101
7 1405 -2363 4988
8 6 1405 2363 2101
8 -1405 -2363 4988
9 7 0 -1405 -4988
8 0 1405 -4988
