TRAME 5.1
|
Relatório de Análise Estrutural
|
|
Descrição da Estrutura: |
Treliça 06 |
|
Autor: |
Trame 5.1 |
|
Data: |
03/05/2019 |
Coordenadas e
Restrições dos Nós
|
Nº Total de Nós:
18
|
|
Nó |
X (cm) |
Y (cm) |
Rest. X |
Rest. Y |
Rest. Z |
|
1 |
2738647.75 |
-3431.89 |
0 |
0 |
0 |
|
2 |
2738647.75 |
-3550.09 |
1 |
1 |
0 |
|
3 |
2739579.45 |
-3550.09 |
0 |
1 |
0 |
|
4 |
2739579.45 |
-3506.45 |
0 |
0 |
0 |
|
5 |
2739454.05 |
-3550.09 |
0 |
0 |
0 |
|
6 |
2739454.05 |
-3496.41 |
0 |
0 |
0 |
|
7 |
2739334.05 |
-3550.09 |
0 |
0 |
0 |
|
8 |
2739334.05 |
-3486.81 |
0 |
0 |
0 |
|
9 |
2739214.15 |
-3550.09 |
0 |
0 |
0 |
|
10 |
2739214.15 |
-3477.22 |
0 |
0 |
0 |
|
11 |
2739094.85 |
-3550.09 |
0 |
0 |
0 |
|
12 |
2739094.85 |
-3467.67 |
0 |
0 |
0 |
|
13 |
2738975.15 |
-3550.09 |
0 |
0 |
0 |
|
14 |
2738975.15 |
-3458.09 |
0 |
0 |
0 |
|
15 |
2738855.25 |
-3550.09 |
0 |
0 |
0 |
|
16 |
2738855.25 |
-3448.50 |
0 |
0 |
0 |
|
17 |
2738735.75 |
-3550.09 |
0 |
0 |
0 |
|
18 |
2738735.75 |
-3438.94 |
0 |
0 |
0 |
Dados de Análise
das Barras
|
Nº Total de
Barras: 33
|
|
Barra |
Nó inicial |
Nó final |
Vínculo Inicial |
Vínculo Final |
E (kN/cm²) |
Ag (cm²) |
Iz (cm4) |
|
1 |
1 |
2 |
Engaste |
Rótula |
2050.00 |
9.68 |
54.42 |
|
2 |
3 |
4 |
Engaste |
Rótula |
2050.00 |
9.68 |
54.42 |
|
3 |
5 |
6 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
4 |
7 |
8 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
5 |
9 |
10 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
6 |
11 |
12 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
7 |
13 |
14 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
8 |
15 |
16 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
9 |
17 |
18 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
10 |
2 |
18 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
11 |
17 |
16 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
12 |
15 |
14 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
13 |
13 |
12 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
14 |
11 |
10 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
15 |
7 |
6 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
16 |
5 |
4 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
17 |
9 |
8 |
Rótula |
Rótula |
2050.00 |
9.68 |
54.42 |
|
18 |
1 |
18 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
19 |
18 |
16 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
20 |
16 |
14 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
21 |
14 |
12 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
22 |
12 |
10 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
23 |
10 |
8 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
24 |
8 |
6 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
25 |
6 |
4 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
26 |
2 |
17 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
27 |
17 |
15 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
28 |
15 |
13 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
29 |
13 |
11 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
30 |
11 |
9 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
31 |
9 |
7 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
32 |
7 |
5 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
|
33 |
5 |
3 |
Engaste |
Engaste |
2050.00 |
11.36 |
674.51 |
Dados de
Dimensionamento das Barras
|
Nº Total de
Barras: 33
|
|
Barra |
Seção |
Material |
Descrição |
Peso Específico (kN/m³) |
Peso Unitário (kg/m) |
Comprimento (m) |
Peso Total (kg) |
|
1 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.18 |
8.98 |
|
2 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
0.44 |
3.32 |
|
3 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
0.54 |
4.08 |
|
4 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
0.63 |
4.81 |
|
5 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
0.73 |
5.54 |
|
6 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
0.82 |
6.26 |
|
7 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
0.92 |
6.99 |
|
8 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.02 |
7.72 |
|
9 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.11 |
8.45 |
|
10 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.42 |
10.77 |
|
11 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.57 |
11.92 |
|
12 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.51 |
11.49 |
|
13 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.45 |
11.04 |
|
14 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.40 |
10.62 |
|
15 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.31 |
9.99 |
|
16 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.33 |
10.09 |
|
17 |
2L 75 x 3.35 - e: 43 |
Aço |
SAE1010 |
78.50 |
7.60 |
1.36 |
10.30 |
|
18 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
0.88 |
7.87 |
|
19 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.69 |
|
20 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.72 |
|
21 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.70 |
|
22 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.67 |
|
23 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.72 |
|
24 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.73 |
|
25 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.26 |
11.21 |
|
26 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
0.88 |
7.84 |
|
27 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.65 |
|
28 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.69 |
|
29 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.67 |
|
30 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.19 |
10.64 |
|
31 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.69 |
|
32 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.20 |
10.70 |
|
33 |
U 200 x 75 x 3.35 |
Aço |
SAE1010 |
78.50 |
8.91 |
1.25 |
11.18 |
Peso total da
estrutura: 308.76 kg
|
Resultados dos
Casos de Carregamentos
|
Caso Nº: 1 - Peso
Próprio
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
0.03 |
0.00 |
-0.48 |
2 |
-0.12 |
0.00 |
0.00 |
|
2 |
3 |
1.29 |
0.09 |
3.95 |
4 |
-1.26 |
-0.09 |
0.00 |
|
3 |
5 |
0.84 |
0.00 |
0.00 |
6 |
-0.79 |
0.00 |
0.00 |
|
4 |
7 |
0.43 |
0.00 |
0.00 |
8 |
-0.38 |
0.00 |
0.00 |
|
5 |
9 |
0.05 |
0.00 |
0.00 |
10 |
0.01 |
0.00 |
0.00 |
|
6 |
11 |
-0.30 |
0.00 |
0.00 |
12 |
0.37 |
0.00 |
0.00 |
|
7 |
13 |
-0.63 |
0.00 |
0.00 |
14 |
0.70 |
0.00 |
0.00 |
|
8 |
15 |
-0.96 |
0.00 |
0.00 |
16 |
1.03 |
0.00 |
0.00 |
|
9 |
17 |
-1.22 |
0.00 |
0.00 |
18 |
1.31 |
0.00 |
0.00 |
|
10 |
2 |
1.83 |
0.03 |
0.00 |
18 |
-1.75 |
0.03 |
0.00 |
|
11 |
17 |
1.70 |
0.05 |
0.00 |
16 |
-1.62 |
0.05 |
0.00 |
|
12 |
15 |
1.33 |
0.05 |
0.00 |
14 |
-1.26 |
0.05 |
0.00 |
|
13 |
13 |
0.86 |
0.05 |
0.00 |
12 |
-0.80 |
0.05 |
0.00 |
|
14 |
11 |
0.30 |
0.05 |
0.00 |
10 |
-0.25 |
0.05 |
0.00 |
|
15 |
7 |
-1.43 |
0.05 |
0.00 |
6 |
1.47 |
0.05 |
0.00 |
|
16 |
5 |
-2.67 |
0.05 |
0.00 |
4 |
2.70 |
0.05 |
0.00 |
|
17 |
9 |
-0.40 |
0.05 |
0.00 |
8 |
0.45 |
0.05 |
0.00 |
|
18 |
1 |
0.00 |
0.03 |
0.48 |
18 |
-0.01 |
0.04 |
-0.90 |
|
19 |
18 |
1.11 |
0.08 |
0.90 |
16 |
-1.12 |
0.02 |
2.90 |
|
20 |
16 |
2.38 |
0.06 |
-2.90 |
14 |
-2.39 |
0.04 |
4.06 |
|
21 |
14 |
3.41 |
0.07 |
-4.06 |
12 |
-3.42 |
0.04 |
5.77 |
|
22 |
12 |
4.10 |
0.06 |
-5.77 |
10 |
-4.11 |
0.04 |
7.08 |
|
23 |
10 |
4.33 |
0.06 |
-7.08 |
8 |
-4.34 |
0.05 |
7.92 |
|
24 |
8 |
3.96 |
0.05 |
-7.92 |
6 |
-3.97 |
0.05 |
7.92 |
|
25 |
6 |
2.63 |
-0.01 |
-7.92 |
4 |
-2.64 |
0.12 |
0.00 |
|
26 |
2 |
-1.11 |
0.05 |
0.00 |
17 |
1.11 |
0.02 |
1.28 |
|
27 |
17 |
-2.38 |
0.06 |
-1.28 |
15 |
2.38 |
0.04 |
2.41 |
|
28 |
15 |
-3.41 |
0.07 |
-2.41 |
13 |
3.41 |
0.04 |
4.23 |
|
29 |
13 |
-4.09 |
0.07 |
-4.23 |
11 |
4.09 |
0.04 |
5.75 |
|
30 |
11 |
-4.32 |
0.07 |
-5.75 |
9 |
4.32 |
0.04 |
7.18 |
|
31 |
9 |
-3.95 |
0.06 |
-7.18 |
7 |
3.95 |
0.05 |
7.63 |
|
32 |
7 |
-2.62 |
0.06 |
-7.63 |
5 |
2.62 |
0.04 |
8.92 |
|
33 |
5 |
-0.09 |
-0.05 |
-8.92 |
3 |
0.09 |
0.16 |
-3.95 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
1.63 |
0.00 |
|
3 |
0.00 |
1.45 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
0.1538 |
-0.0005 |
-0.001469 |
|
2 |
0.0000 |
0.0000 |
-0.001588 |
|
3 |
0.1115 |
0.0000 |
0.002170 |
|
4 |
0.0393 |
-0.0028 |
0.002261 |
|
5 |
0.1110 |
-0.2636 |
0.001839 |
|
6 |
0.0326 |
-0.2658 |
0.001795 |
|
7 |
0.0975 |
-0.4345 |
0.001028 |
|
8 |
0.0395 |
-0.4358 |
0.001012 |
|
9 |
0.0772 |
-0.5134 |
0.000294 |
|
10 |
0.0558 |
-0.5134 |
0.000266 |
|
11 |
0.0550 |
-0.5084 |
-0.000355 |
|
12 |
0.0774 |
-0.5071 |
-0.000382 |
|
13 |
0.0340 |
-0.4333 |
-0.000879 |
|
14 |
0.1013 |
-0.4302 |
-0.000901 |
|
15 |
0.0164 |
-0.3035 |
-0.001260 |
|
16 |
0.1242 |
-0.2984 |
-0.001297 |
|
17 |
0.0042 |
-0.1369 |
-0.001511 |
|
18 |
0.1434 |
-0.1299 |
-0.001476 |
Classificação da
Estrutura
|
|
Pavimento |
Altura (cm) |
Dxmáximo (cm) |
Dxrelativo (cm) |
NSd (kN) |
FSd (kN) |
B2 |
Deslocabilidade |
|
9 |
7.04 |
0.1538 |
0.0104 |
0.01 |
0.01 |
1.001 |
Pequena |
|
8 |
9.56 |
0.1434 |
0.0192 |
-0.03 |
-0.03 |
1.002 |
Pequena |
|
7 |
9.59 |
0.1242 |
0.0229 |
-0.11 |
-0.07 |
1.004 |
Pequena |
|
6 |
9.58 |
0.1013 |
0.0238 |
-0.19 |
-0.11 |
1.004 |
Pequena |
|
5 |
9.55 |
0.0774 |
0.0217 |
-0.29 |
-0.15 |
1.004 |
Pequena |
|
4 |
9.59 |
0.0558 |
0.0163 |
-0.39 |
-0.18 |
1.004 |
Pequena |
|
3 |
9.60 |
0.0395 |
0.0069 |
-0.50 |
-0.20 |
1.002 |
Pequena |
|
2 |
10.03 |
0.0326 |
-0.0067 |
-0.62 |
-0.22 |
1.002 |
Pequena |
|
1 |
43.64 |
0.0393 |
-0.0722 |
-0.70 |
-0.24 |
1.005 |
Pequena |
|
0 |
0.00 |
0.1115 |
0.1115 |
-1.39 |
-0.57 |
0.000 |
--- |
Gama Z: 1.004
|
Caso Nº: 2 -
Carga Permanente
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
1.94 |
-0.02 |
-1.93 |
2 |
-1.94 |
0.02 |
0.00 |
|
2 |
3 |
7.84 |
0.44 |
19.17 |
4 |
-7.84 |
-0.44 |
0.00 |
|
3 |
5 |
5.11 |
0.00 |
0.00 |
6 |
-5.11 |
0.00 |
0.00 |
|
4 |
7 |
2.98 |
0.00 |
0.00 |
8 |
-2.98 |
0.00 |
0.00 |
|
5 |
9 |
0.98 |
0.00 |
0.00 |
10 |
-0.98 |
0.00 |
0.00 |
|
6 |
11 |
-0.82 |
0.00 |
0.00 |
12 |
0.82 |
0.00 |
0.00 |
|
7 |
13 |
-2.44 |
0.00 |
0.00 |
14 |
2.44 |
0.00 |
0.00 |
|
8 |
15 |
-4.01 |
0.00 |
0.00 |
16 |
4.01 |
0.00 |
0.00 |
|
9 |
17 |
-5.25 |
0.00 |
0.00 |
18 |
5.25 |
0.00 |
0.00 |
|
10 |
2 |
8.80 |
0.00 |
0.00 |
18 |
-8.80 |
0.00 |
0.00 |
|
11 |
17 |
8.20 |
0.00 |
0.00 |
16 |
-8.20 |
0.00 |
0.00 |
|
12 |
15 |
6.54 |
0.00 |
0.00 |
14 |
-6.54 |
0.00 |
0.00 |
|
13 |
13 |
4.32 |
0.00 |
0.00 |
12 |
-4.32 |
0.00 |
0.00 |
|
14 |
11 |
1.58 |
0.00 |
0.00 |
10 |
-1.58 |
0.00 |
0.00 |
|
15 |
7 |
-7.40 |
0.00 |
0.00 |
6 |
7.40 |
0.00 |
0.00 |
|
16 |
5 |
-13.61 |
0.00 |
0.00 |
4 |
13.61 |
0.00 |
0.00 |
|
17 |
9 |
-2.00 |
0.00 |
0.00 |
8 |
2.00 |
0.00 |
0.00 |
|
18 |
1 |
0.02 |
0.01 |
1.93 |
18 |
-0.02 |
-0.01 |
-0.99 |
|
19 |
18 |
5.48 |
0.17 |
0.99 |
16 |
-5.48 |
-0.17 |
19.53 |
|
20 |
16 |
11.76 |
0.05 |
-19.53 |
14 |
-11.76 |
-0.05 |
25.17 |
|
21 |
14 |
16.97 |
0.07 |
-25.17 |
12 |
-16.97 |
-0.07 |
34.09 |
|
22 |
12 |
20.54 |
0.06 |
-34.09 |
10 |
-20.54 |
-0.06 |
41.13 |
|
23 |
10 |
21.89 |
0.04 |
-41.13 |
8 |
-21.89 |
-0.04 |
45.69 |
|
24 |
8 |
20.12 |
0.01 |
-45.69 |
6 |
-20.12 |
-0.01 |
47.08 |
|
25 |
6 |
13.37 |
-0.37 |
-47.08 |
4 |
-13.37 |
0.37 |
0.00 |
|
26 |
2 |
-5.48 |
0.12 |
0.00 |
17 |
5.48 |
-0.12 |
10.53 |
|
27 |
17 |
-11.73 |
0.05 |
-10.53 |
15 |
11.73 |
-0.05 |
16.92 |
|
28 |
15 |
-16.92 |
0.08 |
-16.92 |
13 |
16.92 |
-0.08 |
26.10 |
|
29 |
13 |
-20.48 |
0.07 |
-26.10 |
11 |
20.48 |
-0.07 |
33.98 |
|
30 |
11 |
-21.83 |
0.06 |
-33.98 |
9 |
21.83 |
-0.06 |
41.64 |
|
31 |
9 |
-20.06 |
0.02 |
-41.64 |
7 |
20.06 |
-0.02 |
44.21 |
|
32 |
7 |
-13.30 |
0.06 |
-44.21 |
5 |
13.30 |
-0.06 |
51.99 |
|
33 |
5 |
-0.44 |
-0.57 |
-51.99 |
3 |
0.44 |
0.57 |
-19.17 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
8.96 |
0.00 |
|
3 |
0.00 |
8.41 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
0.7711 |
-0.0116 |
-0.007205 |
|
2 |
0.0000 |
0.0000 |
-0.007833 |
|
3 |
0.5594 |
0.0000 |
0.010800 |
|
4 |
0.1972 |
-0.0172 |
0.011234 |
|
5 |
0.5570 |
-1.3284 |
0.009312 |
|
6 |
0.1637 |
-1.3422 |
0.009092 |
|
7 |
0.4885 |
-2.1886 |
0.005137 |
|
8 |
0.1996 |
-2.1981 |
0.005054 |
|
9 |
0.3852 |
-2.5792 |
0.001415 |
|
10 |
0.2823 |
-2.5828 |
0.001278 |
|
11 |
0.2733 |
-2.5468 |
-0.001847 |
|
12 |
0.3913 |
-2.5434 |
-0.001978 |
|
13 |
0.1680 |
-2.1632 |
-0.004448 |
|
14 |
0.5105 |
-2.1519 |
-0.004551 |
|
15 |
0.0809 |
-1.5102 |
-0.006313 |
|
16 |
0.6244 |
-1.4897 |
-0.006495 |
|
17 |
0.0207 |
-0.6795 |
-0.007498 |
|
18 |
0.7199 |
-0.6501 |
-0.007298 |
Classificação da
Estrutura
|
|
Pavimento |
Altura (cm) |
Dxmáximo (cm) |
Dxrelativo (cm) |
NSd (kN) |
FSd (kN) |
B2 |
Deslocabilidade |
|
9 |
7.04 |
0.7711 |
0.0512 |
-1.93 |
0.00 |
1.001 |
Pequena |
|
8 |
9.56 |
0.7199 |
0.0955 |
-3.86 |
0.00 |
1.002 |
Pequena |
|
7 |
9.59 |
0.6244 |
0.1139 |
-5.79 |
0.00 |
1.004 |
Pequena |
|
6 |
9.58 |
0.5105 |
0.1191 |
-7.72 |
0.00 |
1.004 |
Pequena |
|
5 |
9.55 |
0.3913 |
0.1091 |
-9.65 |
0.00 |
1.004 |
Pequena |
|
4 |
9.59 |
0.2823 |
0.0827 |
-11.58 |
0.00 |
1.004 |
Pequena |
|
3 |
9.60 |
0.1996 |
0.0359 |
-13.51 |
0.00 |
1.002 |
Pequena |
|
2 |
10.03 |
0.1637 |
-0.0335 |
-15.44 |
0.00 |
1.002 |
Pequena |
|
1 |
43.64 |
0.1972 |
-0.3622 |
-17.37 |
0.00 |
1.005 |
Pequena |
|
0 |
0.00 |
0.5594 |
0.5594 |
-17.37 |
0.00 |
0.000 |
--- |
Gama Z: 1.004
|
Caso Nº: 3 -
Vento de Sucção
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
-0.07 |
0.03 |
3.56 |
2 |
0.07 |
-0.03 |
0.00 |
|
2 |
3 |
-9.11 |
-0.67 |
-29.13 |
4 |
9.11 |
0.67 |
0.00 |
|
3 |
5 |
-7.85 |
0.00 |
0.00 |
6 |
7.85 |
0.00 |
0.00 |
|
4 |
7 |
-4.59 |
0.00 |
0.00 |
8 |
4.59 |
0.00 |
0.00 |
|
5 |
9 |
-1.50 |
0.00 |
0.00 |
10 |
1.50 |
0.00 |
0.00 |
|
6 |
11 |
1.26 |
0.00 |
0.00 |
12 |
-1.26 |
0.00 |
0.00 |
|
7 |
13 |
3.76 |
0.00 |
0.00 |
14 |
-3.76 |
0.00 |
0.00 |
|
8 |
15 |
6.15 |
0.00 |
0.00 |
16 |
-6.15 |
0.00 |
0.00 |
|
9 |
17 |
8.11 |
0.00 |
0.00 |
18 |
-8.11 |
0.00 |
0.00 |
|
10 |
2 |
-13.48 |
0.00 |
0.00 |
18 |
13.48 |
0.00 |
0.00 |
|
11 |
17 |
-12.67 |
0.00 |
0.00 |
16 |
12.67 |
0.00 |
0.00 |
|
12 |
15 |
-10.06 |
0.00 |
0.00 |
14 |
10.06 |
0.00 |
0.00 |
|
13 |
13 |
-6.65 |
0.00 |
0.00 |
12 |
6.65 |
0.00 |
0.00 |
|
14 |
11 |
-2.43 |
0.00 |
0.00 |
10 |
2.43 |
0.00 |
0.00 |
|
15 |
7 |
11.38 |
0.00 |
0.00 |
6 |
-11.38 |
0.00 |
0.00 |
|
16 |
5 |
20.97 |
0.00 |
0.00 |
4 |
-20.97 |
0.00 |
0.00 |
|
17 |
9 |
3.08 |
0.00 |
0.00 |
8 |
-3.08 |
0.00 |
0.00 |
|
18 |
1 |
-0.02 |
-0.07 |
-3.56 |
18 |
0.02 |
0.07 |
-2.49 |
|
19 |
18 |
-8.41 |
-0.22 |
2.49 |
16 |
8.41 |
0.22 |
-29.16 |
|
20 |
16 |
-18.10 |
-0.08 |
29.16 |
14 |
18.10 |
0.08 |
-38.93 |
|
21 |
14 |
-26.11 |
-0.11 |
38.93 |
12 |
26.11 |
0.11 |
-52.41 |
|
22 |
12 |
-31.61 |
-0.09 |
52.41 |
10 |
31.61 |
0.09 |
-63.33 |
|
23 |
10 |
-33.69 |
-0.06 |
63.33 |
8 |
33.69 |
0.06 |
-70.22 |
|
24 |
8 |
-30.96 |
-0.02 |
70.22 |
6 |
30.96 |
0.02 |
-72.60 |
|
25 |
6 |
-20.59 |
0.58 |
72.60 |
4 |
20.59 |
-0.58 |
0.00 |
|
26 |
2 |
8.40 |
-0.18 |
0.00 |
17 |
-8.40 |
0.18 |
-15.93 |
|
27 |
17 |
18.05 |
-0.09 |
15.93 |
15 |
-18.05 |
0.09 |
-26.23 |
|
28 |
15 |
26.03 |
-0.12 |
26.23 |
13 |
-26.03 |
0.12 |
-40.08 |
|
29 |
13 |
31.51 |
-0.10 |
40.08 |
11 |
-31.51 |
0.10 |
-52.32 |
|
30 |
11 |
33.59 |
-0.10 |
52.32 |
9 |
-33.59 |
0.10 |
-64.04 |
|
31 |
9 |
30.86 |
-0.03 |
64.04 |
7 |
-30.86 |
0.03 |
-68.22 |
|
32 |
7 |
20.48 |
-0.09 |
68.22 |
5 |
-20.48 |
0.09 |
-79.13 |
|
33 |
5 |
0.67 |
0.86 |
79.13 |
3 |
-0.67 |
-0.86 |
29.13 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
-10.82 |
0.00 |
|
3 |
0.00 |
-9.97 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
-1.1870 |
0.0004 |
0.011301 |
|
2 |
0.0000 |
0.0000 |
0.012040 |
|
3 |
-0.8608 |
0.0000 |
-0.016578 |
|
4 |
-0.3031 |
0.0200 |
-0.017302 |
|
5 |
-0.8572 |
2.0393 |
-0.014311 |
|
6 |
-0.2514 |
2.0605 |
-0.013999 |
|
7 |
-0.7516 |
3.3635 |
-0.007917 |
|
8 |
-0.3066 |
3.3781 |
-0.007782 |
|
9 |
-0.5927 |
3.9653 |
-0.002183 |
|
10 |
-0.4338 |
3.9709 |
-0.001973 |
|
11 |
-0.4205 |
3.9163 |
0.002837 |
|
12 |
-0.6016 |
3.9111 |
0.003036 |
|
13 |
-0.2585 |
3.3268 |
0.006836 |
|
14 |
-0.7848 |
3.3094 |
0.007002 |
|
15 |
-0.1244 |
2.3228 |
0.009711 |
|
16 |
-0.9601 |
2.2913 |
0.009963 |
|
17 |
-0.0317 |
1.0446 |
0.011533 |
|
18 |
-1.1069 |
0.9992 |
0.011335 |
Classificação da
Estrutura
|
|
Pavimento |
Altura (cm) |
Dxmáximo (cm) |
Dxrelativo (cm) |
NSd (kN) |
FSd (kN) |
B2 |
Deslocabilidade |
|
9 |
7.04 |
-1.1870 |
-0.0800 |
0.00 |
0.00 |
1.001 |
Pequena |
|
8 |
9.56 |
-1.1069 |
-0.1468 |
2.97 |
0.00 |
1.002 |
Pequena |
|
7 |
9.59 |
-0.9601 |
-0.1753 |
5.94 |
0.00 |
1.004 |
Pequena |
|
6 |
9.58 |
-0.7848 |
-0.1832 |
8.91 |
0.00 |
1.004 |
Pequena |
|
5 |
9.55 |
-0.6016 |
-0.1678 |
11.88 |
0.00 |
1.004 |
Pequena |
|
4 |
9.59 |
-0.4338 |
-0.1272 |
14.85 |
0.00 |
1.004 |
Pequena |
|
3 |
9.60 |
-0.3066 |
-0.0552 |
17.82 |
0.00 |
1.002 |
Pequena |
|
2 |
10.03 |
-0.2514 |
0.0517 |
20.79 |
0.00 |
1.002 |
Pequena |
|
1 |
43.64 |
-0.3031 |
0.5577 |
20.79 |
0.00 |
1.005 |
Pequena |
|
0 |
0.00 |
-0.8608 |
-0.8608 |
20.79 |
0.00 |
0.000 |
--- |
Gama Z: 1.004
|
Caso Nº: 4 -
Vento de Compressão
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
0.07 |
-0.03 |
-3.56 |
2 |
-0.07 |
0.03 |
0.00 |
|
2 |
3 |
9.11 |
0.67 |
29.13 |
4 |
-9.11 |
-0.67 |
0.00 |
|
3 |
5 |
7.85 |
0.00 |
0.00 |
6 |
-7.85 |
0.00 |
0.00 |
|
4 |
7 |
4.59 |
0.00 |
0.00 |
8 |
-4.59 |
0.00 |
0.00 |
|
5 |
9 |
1.50 |
0.00 |
0.00 |
10 |
-1.50 |
0.00 |
0.00 |
|
6 |
11 |
-1.26 |
0.00 |
0.00 |
12 |
1.26 |
0.00 |
0.00 |
|
7 |
13 |
-3.76 |
0.00 |
0.00 |
14 |
3.76 |
0.00 |
0.00 |
|
8 |
15 |
-6.15 |
0.00 |
0.00 |
16 |
6.15 |
0.00 |
0.00 |
|
9 |
17 |
-8.11 |
0.00 |
0.00 |
18 |
8.11 |
0.00 |
0.00 |
|
10 |
2 |
13.48 |
0.00 |
0.00 |
18 |
-13.48 |
0.00 |
0.00 |
|
11 |
17 |
12.67 |
0.00 |
0.00 |
16 |
-12.67 |
0.00 |
0.00 |
|
12 |
15 |
10.06 |
0.00 |
0.00 |
14 |
-10.06 |
0.00 |
0.00 |
|
13 |
13 |
6.65 |
0.00 |
0.00 |
12 |
-6.65 |
0.00 |
0.00 |
|
14 |
11 |
2.43 |
0.00 |
0.00 |
10 |
-2.43 |
0.00 |
0.00 |
|
15 |
7 |
-11.38 |
0.00 |
0.00 |
6 |
11.38 |
0.00 |
0.00 |
|
16 |
5 |
-20.97 |
0.00 |
0.00 |
4 |
20.97 |
0.00 |
0.00 |
|
17 |
9 |
-3.08 |
0.00 |
0.00 |
8 |
3.08 |
0.00 |
0.00 |
|
18 |
1 |
0.02 |
0.07 |
3.56 |
18 |
-0.02 |
-0.07 |
2.49 |
|
19 |
18 |
8.41 |
0.22 |
-2.49 |
16 |
-8.41 |
-0.22 |
29.16 |
|
20 |
16 |
18.10 |
0.08 |
-29.16 |
14 |
-18.10 |
-0.08 |
38.93 |
|
21 |
14 |
26.11 |
0.11 |
-38.93 |
12 |
-26.11 |
-0.11 |
52.41 |
|
22 |
12 |
31.61 |
0.09 |
-52.41 |
10 |
-31.61 |
-0.09 |
63.33 |
|
23 |
10 |
33.69 |
0.06 |
-63.33 |
8 |
-33.69 |
-0.06 |
70.22 |
|
24 |
8 |
30.96 |
0.02 |
-70.22 |
6 |
-30.96 |
-0.02 |
72.60 |
|
25 |
6 |
20.59 |
-0.58 |
-72.60 |
4 |
-20.59 |
0.58 |
0.00 |
|
26 |
2 |
-8.40 |
0.18 |
0.00 |
17 |
8.40 |
-0.18 |
15.93 |
|
27 |
17 |
-18.05 |
0.09 |
-15.93 |
15 |
18.05 |
-0.09 |
26.23 |
|
28 |
15 |
-26.03 |
0.12 |
-26.23 |
13 |
26.03 |
-0.12 |
40.08 |
|
29 |
13 |
-31.51 |
0.10 |
-40.08 |
11 |
31.51 |
-0.10 |
52.32 |
|
30 |
11 |
-33.59 |
0.10 |
-52.32 |
9 |
33.59 |
-0.10 |
64.04 |
|
31 |
9 |
-30.86 |
0.03 |
-64.04 |
7 |
30.86 |
-0.03 |
68.22 |
|
32 |
7 |
-20.48 |
0.09 |
-68.22 |
5 |
20.48 |
-0.09 |
79.13 |
|
33 |
5 |
-0.67 |
-0.86 |
-79.13 |
3 |
0.67 |
0.86 |
-29.13 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
10.82 |
0.00 |
|
3 |
0.00 |
9.97 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
1.1870 |
-0.0004 |
-0.011301 |
|
2 |
0.0000 |
0.0000 |
-0.012040 |
|
3 |
0.8608 |
0.0000 |
0.016578 |
|
4 |
0.3031 |
-0.0200 |
0.017302 |
|
5 |
0.8572 |
-2.0393 |
0.014311 |
|
6 |
0.2514 |
-2.0605 |
0.013999 |
|
7 |
0.7516 |
-3.3635 |
0.007917 |
|
8 |
0.3066 |
-3.3781 |
0.007782 |
|
9 |
0.5927 |
-3.9653 |
0.002183 |
|
10 |
0.4338 |
-3.9709 |
0.001973 |
|
11 |
0.4205 |
-3.9163 |
-0.002837 |
|
12 |
0.6016 |
-3.9111 |
-0.003036 |
|
13 |
0.2585 |
-3.3268 |
-0.006836 |
|
14 |
0.7848 |
-3.3094 |
-0.007002 |
|
15 |
0.1244 |
-2.3228 |
-0.009711 |
|
16 |
0.9601 |
-2.2913 |
-0.009963 |
|
17 |
0.0317 |
-1.0446 |
-0.011533 |
|
18 |
1.1069 |
-0.9992 |
-0.011335 |
Classificação da
Estrutura
|
|
Pavimento |
Altura (cm) |
Dxmáximo (cm) |
Dxrelativo (cm) |
NSd (kN) |
FSd (kN) |
B2 |
Deslocabilidade |
|
9 |
7.04 |
1.1870 |
0.0800 |
0.00 |
0.00 |
1.001 |
Pequena |
|
8 |
9.56 |
1.1069 |
0.1468 |
-2.97 |
0.00 |
1.002 |
Pequena |
|
7 |
9.59 |
0.9601 |
0.1753 |
-5.94 |
0.00 |
1.004 |
Pequena |
|
6 |
9.58 |
0.7848 |
0.1832 |
-8.91 |
0.00 |
1.004 |
Pequena |
|
5 |
9.55 |
0.6016 |
0.1678 |
-11.88 |
0.00 |
1.004 |
Pequena |
|
4 |
9.59 |
0.4338 |
0.1272 |
-14.85 |
0.00 |
1.004 |
Pequena |
|
3 |
9.60 |
0.3066 |
0.0552 |
-17.82 |
0.00 |
1.002 |
Pequena |
|
2 |
10.03 |
0.2514 |
-0.0517 |
-20.79 |
0.00 |
1.002 |
Pequena |
|
1 |
43.64 |
0.3031 |
-0.5577 |
-20.79 |
0.00 |
1.005 |
Pequena |
|
0 |
0.00 |
0.8608 |
0.8608 |
-20.79 |
0.00 |
0.000 |
--- |
Gama Z: 1.004
|
Caso Nº: 5 -
Vento S+C
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
-0.05 |
0.00 |
0.57 |
2 |
0.05 |
0.00 |
0.00 |
|
2 |
3 |
2.73 |
0.20 |
8.91 |
4 |
-2.73 |
-0.20 |
0.00 |
|
3 |
5 |
2.38 |
0.00 |
0.00 |
6 |
-2.38 |
0.00 |
0.00 |
|
4 |
7 |
0.93 |
0.00 |
0.00 |
8 |
-0.93 |
0.00 |
0.00 |
|
5 |
9 |
-0.47 |
0.00 |
0.00 |
10 |
0.47 |
0.00 |
0.00 |
|
6 |
11 |
-1.66 |
0.00 |
0.00 |
12 |
1.66 |
0.00 |
0.00 |
|
7 |
13 |
-2.84 |
0.00 |
0.00 |
14 |
2.84 |
0.00 |
0.00 |
|
8 |
15 |
-1.36 |
0.00 |
0.00 |
16 |
1.36 |
0.00 |
0.00 |
|
9 |
17 |
0.06 |
0.00 |
0.00 |
18 |
-0.06 |
0.00 |
0.00 |
|
10 |
2 |
-1.81 |
0.00 |
0.00 |
18 |
1.81 |
0.00 |
0.00 |
|
11 |
17 |
-0.18 |
0.00 |
0.00 |
16 |
0.18 |
0.00 |
0.00 |
|
12 |
15 |
2.22 |
0.00 |
0.00 |
14 |
-2.22 |
0.00 |
0.00 |
|
13 |
13 |
4.81 |
0.00 |
0.00 |
12 |
-4.81 |
0.00 |
0.00 |
|
14 |
11 |
3.34 |
0.00 |
0.00 |
10 |
-3.34 |
0.00 |
0.00 |
|
15 |
7 |
-2.32 |
0.00 |
0.00 |
6 |
2.32 |
0.00 |
0.00 |
|
16 |
5 |
-6.24 |
0.00 |
0.00 |
4 |
6.24 |
0.00 |
0.00 |
|
17 |
9 |
1.02 |
0.00 |
0.00 |
8 |
-1.02 |
0.00 |
0.00 |
|
18 |
1 |
0.00 |
-0.05 |
-0.57 |
18 |
0.00 |
0.05 |
-3.75 |
|
19 |
18 |
-1.13 |
-0.01 |
3.75 |
16 |
1.13 |
0.01 |
-4.79 |
|
20 |
16 |
-1.26 |
-0.01 |
4.79 |
14 |
1.26 |
0.01 |
-5.47 |
|
21 |
14 |
0.49 |
0.14 |
5.47 |
12 |
-0.49 |
-0.14 |
11.21 |
|
22 |
12 |
4.48 |
0.03 |
-11.21 |
10 |
-4.48 |
-0.03 |
15.26 |
|
23 |
10 |
7.34 |
0.04 |
-15.26 |
8 |
-7.34 |
-0.04 |
20.56 |
|
24 |
8 |
8.24 |
0.03 |
-20.56 |
6 |
-8.24 |
-0.03 |
24.28 |
|
25 |
6 |
6.13 |
-0.19 |
-24.28 |
4 |
-6.13 |
0.19 |
0.00 |
|
26 |
2 |
1.13 |
-0.06 |
0.00 |
17 |
-1.13 |
0.06 |
-5.07 |
|
27 |
17 |
1.26 |
0.00 |
5.07 |
15 |
-1.26 |
0.00 |
-4.84 |
|
28 |
15 |
-0.50 |
0.01 |
4.84 |
13 |
0.50 |
-0.01 |
-3.45 |
|
29 |
13 |
-4.47 |
0.12 |
3.45 |
11 |
4.47 |
-0.12 |
10.73 |
|
30 |
11 |
-7.32 |
0.04 |
-10.73 |
9 |
7.32 |
-0.04 |
15.70 |
|
31 |
9 |
-8.21 |
0.04 |
-15.70 |
7 |
8.21 |
-0.04 |
19.96 |
|
32 |
7 |
-6.10 |
0.05 |
-19.96 |
5 |
6.10 |
-0.05 |
26.13 |
|
33 |
5 |
-0.20 |
-0.28 |
-26.13 |
3 |
0.20 |
0.28 |
-8.91 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
-1.52 |
0.00 |
|
3 |
0.00 |
3.01 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
0.1340 |
0.0003 |
-0.000933 |
|
2 |
0.0000 |
0.0000 |
-0.000900 |
|
3 |
0.1271 |
0.0000 |
0.003932 |
|
4 |
0.0062 |
-0.0060 |
0.004157 |
|
5 |
0.1260 |
-0.4774 |
0.003152 |
|
6 |
0.0012 |
-0.4838 |
0.003053 |
|
7 |
0.0946 |
-0.7302 |
0.001152 |
|
8 |
0.0240 |
-0.7332 |
0.001101 |
|
9 |
0.0523 |
-0.7719 |
-0.000394 |
|
10 |
0.0591 |
-0.7702 |
-0.000457 |
|
11 |
0.0148 |
-0.6527 |
-0.001534 |
|
12 |
0.0921 |
-0.6457 |
-0.001602 |
|
13 |
-0.0081 |
-0.4379 |
-0.001849 |
|
14 |
0.1124 |
-0.4248 |
-0.001851 |
|
15 |
-0.0107 |
-0.2366 |
-0.001490 |
|
16 |
0.1214 |
-0.2296 |
-0.001405 |
|
17 |
-0.0043 |
-0.0840 |
-0.001062 |
|
18 |
0.1272 |
-0.0843 |
-0.001035 |
Classificação da
Estrutura
|
|
Pavimento |
Altura (cm) |
Dxmáximo (cm) |
Dxrelativo (cm) |
NSd (kN) |
FSd (kN) |
B2 |
Deslocabilidade |
|
9 |
7.04 |
0.1340 |
0.0068 |
0.00 |
0.00 |
1.001 |
Pequena |
|
8 |
9.56 |
0.1272 |
0.0058 |
1.49 |
0.00 |
1.002 |
Pequena |
|
7 |
9.59 |
0.1214 |
0.0091 |
2.98 |
0.00 |
1.004 |
Pequena |
|
6 |
9.58 |
0.1124 |
0.0202 |
4.47 |
0.00 |
1.004 |
Pequena |
|
5 |
9.55 |
0.0921 |
0.0331 |
2.98 |
0.00 |
1.004 |
Pequena |
|
4 |
9.59 |
0.0591 |
0.0351 |
1.49 |
0.00 |
1.004 |
Pequena |
|
3 |
9.60 |
0.0240 |
0.0228 |
0.00 |
0.00 |
1.002 |
Pequena |
|
2 |
10.03 |
0.0012 |
-0.0050 |
-1.49 |
0.00 |
1.002 |
Pequena |
|
1 |
43.64 |
0.0062 |
-0.1209 |
-1.49 |
0.00 |
1.005 |
Pequena |
|
0 |
0.00 |
0.1271 |
0.1271 |
-1.49 |
0.00 |
0.000 |
--- |
Gama Z: 1.004
|
Resultados das
Combinações de Carregamentos
|
Combinação Nº: 1
- PP+CP+Vento Sucção
|
+ 1.25 Peso
Próprio + 1.50 Carga Permanente + 0.84 Vento de Sucção
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
2.90 |
0.00 |
-0.50 |
2 |
-3.01 |
0.00 |
0.00 |
|
2 |
3 |
5.73 |
0.21 |
9.23 |
4 |
-5.69 |
-0.21 |
0.00 |
|
3 |
5 |
2.11 |
0.00 |
0.00 |
6 |
-2.06 |
0.00 |
0.00 |
|
4 |
7 |
1.15 |
0.00 |
0.00 |
8 |
-1.09 |
0.00 |
0.00 |
|
5 |
9 |
0.26 |
0.00 |
0.00 |
10 |
-0.20 |
0.00 |
0.00 |
|
6 |
11 |
-0.55 |
0.00 |
0.00 |
12 |
0.63 |
0.00 |
0.00 |
|
7 |
13 |
-1.29 |
0.00 |
0.00 |
14 |
1.38 |
0.00 |
0.00 |
|
8 |
15 |
-2.04 |
0.00 |
0.00 |
16 |
2.13 |
0.00 |
0.00 |
|
9 |
17 |
-2.58 |
0.00 |
0.00 |
18 |
2.69 |
0.00 |
0.00 |
|
10 |
2 |
4.17 |
0.04 |
0.00 |
18 |
-4.06 |
0.04 |
0.00 |
|
11 |
17 |
3.78 |
0.06 |
0.00 |
16 |
-3.69 |
0.06 |
0.00 |
|
12 |
15 |
3.02 |
0.06 |
0.00 |
14 |
-2.94 |
0.06 |
0.00 |
|
13 |
13 |
1.97 |
0.06 |
0.00 |
12 |
-1.89 |
0.06 |
0.00 |
|
14 |
11 |
0.71 |
0.06 |
0.00 |
10 |
-0.64 |
0.06 |
0.00 |
|
15 |
7 |
-3.34 |
0.06 |
0.00 |
6 |
3.39 |
0.06 |
0.00 |
|
16 |
5 |
-6.14 |
0.06 |
0.00 |
4 |
6.18 |
0.06 |
0.00 |
|
17 |
9 |
-0.91 |
0.06 |
0.00 |
8 |
0.97 |
0.06 |
0.00 |
|
18 |
1 |
0.00 |
0.00 |
0.50 |
18 |
-0.01 |
0.10 |
-4.69 |
|
19 |
18 |
2.55 |
0.18 |
4.69 |
16 |
-2.56 |
-0.04 |
8.42 |
|
20 |
16 |
5.41 |
0.08 |
-8.42 |
14 |
-5.42 |
0.05 |
10.12 |
|
21 |
14 |
7.78 |
0.10 |
-10.12 |
12 |
-7.79 |
0.03 |
14.32 |
|
22 |
12 |
9.38 |
0.09 |
-14.32 |
10 |
-9.39 |
0.04 |
17.35 |
|
23 |
10 |
9.96 |
0.08 |
-17.35 |
8 |
-9.97 |
0.05 |
19.45 |
|
24 |
8 |
9.12 |
0.07 |
-19.45 |
6 |
-9.13 |
0.07 |
19.53 |
|
25 |
6 |
6.05 |
-0.09 |
-19.53 |
4 |
-6.06 |
0.23 |
0.00 |
|
26 |
2 |
-2.56 |
0.09 |
0.00 |
17 |
2.56 |
0.00 |
4.01 |
|
27 |
17 |
-5.40 |
0.09 |
-4.01 |
15 |
5.40 |
0.05 |
6.36 |
|
28 |
15 |
-7.77 |
0.10 |
-6.36 |
13 |
7.77 |
0.03 |
10.76 |
|
29 |
13 |
-9.36 |
0.10 |
-10.76 |
11 |
9.36 |
0.04 |
14.20 |
|
30 |
11 |
-9.93 |
0.10 |
-14.20 |
9 |
9.93 |
0.04 |
17.65 |
|
31 |
9 |
-9.10 |
0.07 |
-17.65 |
7 |
9.10 |
0.06 |
18.55 |
|
32 |
7 |
-6.03 |
0.10 |
-18.55 |
5 |
6.03 |
0.03 |
22.66 |
|
33 |
5 |
-0.21 |
-0.18 |
-22.66 |
3 |
0.21 |
0.32 |
-9.23 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
6.40 |
0.00 |
|
3 |
0.00 |
6.06 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
0.3518 |
-0.0176 |
-0.003151 |
|
2 |
0.0000 |
0.0000 |
-0.003622 |
|
3 |
0.2555 |
0.0000 |
0.004987 |
|
4 |
0.0904 |
-0.0126 |
0.005144 |
|
5 |
0.2543 |
-0.6091 |
0.004245 |
|
6 |
0.0750 |
-0.6147 |
0.004122 |
|
7 |
0.2233 |
-1.0007 |
0.002341 |
|
8 |
0.0912 |
-1.0043 |
0.002309 |
|
9 |
0.1764 |
-1.1796 |
0.000656 |
|
10 |
0.1287 |
-1.1804 |
0.000592 |
|
11 |
0.1255 |
-1.1661 |
-0.000832 |
|
12 |
0.1785 |
-1.1636 |
-0.000894 |
|
13 |
0.0774 |
-0.9919 |
-0.002028 |
|
14 |
0.2330 |
-0.9857 |
-0.002071 |
|
15 |
0.0374 |
-0.6935 |
-0.002886 |
|
16 |
0.2853 |
-0.6828 |
-0.002994 |
|
17 |
0.0097 |
-0.3130 |
-0.003448 |
|
18 |
0.3293 |
-0.2982 |
-0.003271 |
Combinação Nº: 2
- PP+CP+Vento Compressão
|
+ 1.25 Peso
Próprio + 1.50 Carga Permanente + 1.00 Vento de Compressão
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
3.02 |
-0.06 |
-7.05 |
2 |
-3.13 |
0.06 |
0.00 |
|
2 |
3 |
22.50 |
1.44 |
62.82 |
4 |
-22.45 |
-1.44 |
0.00 |
|
3 |
5 |
16.55 |
0.00 |
0.00 |
6 |
-16.50 |
0.00 |
0.00 |
|
4 |
7 |
9.59 |
0.00 |
0.00 |
8 |
-9.53 |
0.00 |
0.00 |
|
5 |
9 |
3.03 |
0.00 |
0.00 |
10 |
-2.96 |
0.00 |
0.00 |
|
6 |
11 |
-2.88 |
0.00 |
0.00 |
12 |
2.95 |
0.00 |
0.00 |
|
7 |
13 |
-8.21 |
0.00 |
0.00 |
14 |
8.30 |
0.00 |
0.00 |
|
8 |
15 |
-13.36 |
0.00 |
0.00 |
16 |
13.45 |
0.00 |
0.00 |
|
9 |
17 |
-17.51 |
0.00 |
0.00 |
18 |
17.62 |
0.00 |
0.00 |
|
10 |
2 |
28.97 |
0.04 |
0.00 |
18 |
-28.86 |
0.04 |
0.00 |
|
11 |
17 |
27.10 |
0.06 |
0.00 |
16 |
-27.00 |
0.06 |
0.00 |
|
12 |
15 |
21.53 |
0.06 |
0.00 |
14 |
-21.45 |
0.06 |
0.00 |
|
13 |
13 |
14.21 |
0.06 |
0.00 |
12 |
-14.14 |
0.06 |
0.00 |
|
14 |
11 |
5.18 |
0.06 |
0.00 |
10 |
-5.11 |
0.06 |
0.00 |
|
15 |
7 |
-24.27 |
0.06 |
0.00 |
6 |
24.32 |
0.06 |
0.00 |
|
16 |
5 |
-44.73 |
0.06 |
0.00 |
4 |
44.77 |
0.06 |
0.00 |
|
17 |
9 |
-6.59 |
0.06 |
0.00 |
8 |
6.65 |
0.06 |
0.00 |
|
18 |
1 |
0.05 |
0.13 |
7.05 |
18 |
-0.06 |
-0.03 |
-0.11 |
|
19 |
18 |
18.02 |
0.59 |
0.11 |
16 |
-18.03 |
-0.45 |
62.07 |
|
20 |
16 |
38.72 |
0.23 |
-62.07 |
14 |
-38.73 |
-0.10 |
81.75 |
|
21 |
14 |
55.82 |
0.31 |
-81.75 |
12 |
-55.83 |
-0.17 |
110.75 |
|
22 |
12 |
67.54 |
0.26 |
-110.75 |
10 |
-67.55 |
-0.13 |
133.89 |
|
23 |
10 |
71.95 |
0.19 |
-133.89 |
8 |
-71.96 |
-0.06 |
148.65 |
|
24 |
8 |
66.09 |
0.10 |
-148.65 |
6 |
-66.10 |
0.03 |
153.11 |
|
25 |
6 |
43.94 |
-1.15 |
-153.11 |
4 |
-43.95 |
1.29 |
0.00 |
|
26 |
2 |
-18.01 |
0.43 |
0.00 |
17 |
18.01 |
-0.33 |
33.32 |
|
27 |
17 |
-38.62 |
0.24 |
-33.32 |
15 |
38.62 |
-0.11 |
54.62 |
|
28 |
15 |
-55.67 |
0.32 |
-54.62 |
13 |
55.67 |
-0.18 |
84.51 |
|
29 |
13 |
-67.34 |
0.28 |
-84.51 |
11 |
67.34 |
-0.15 |
110.47 |
|
30 |
11 |
-71.74 |
0.28 |
-110.47 |
9 |
71.74 |
-0.14 |
135.48 |
|
31 |
9 |
-65.88 |
0.14 |
-135.48 |
7 |
65.88 |
0.00 |
144.07 |
|
32 |
7 |
-43.70 |
0.27 |
-144.07 |
5 |
43.70 |
-0.13 |
168.25 |
|
33 |
5 |
-1.44 |
-1.77 |
-168.25 |
3 |
1.44 |
1.91 |
-62.82 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
26.30 |
0.00 |
|
3 |
0.00 |
24.41 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
2.5358 |
-0.0183 |
-0.023945 |
|
2 |
0.0000 |
0.0000 |
-0.025775 |
|
3 |
1.8393 |
0.0000 |
0.035490 |
|
4 |
0.6480 |
-0.0494 |
0.036979 |
|
5 |
1.8315 |
-4.3614 |
0.030577 |
|
6 |
0.5376 |
-4.4061 |
0.029881 |
|
7 |
1.6062 |
-7.1895 |
0.016908 |
|
8 |
0.6553 |
-7.2200 |
0.016628 |
|
9 |
1.2669 |
-8.4758 |
0.004672 |
|
10 |
0.9269 |
-8.4868 |
0.004223 |
|
11 |
0.8993 |
-8.3721 |
-0.006052 |
|
12 |
1.2854 |
-8.3600 |
-0.006479 |
|
13 |
0.5530 |
-7.1133 |
-0.014606 |
|
14 |
1.6771 |
-7.0750 |
-0.014954 |
|
15 |
0.2663 |
-4.9675 |
-0.020754 |
|
16 |
2.0520 |
-4.8989 |
-0.021326 |
|
17 |
0.0681 |
-2.2351 |
-0.024669 |
|
18 |
2.3661 |
-2.1367 |
-0.024127 |
Combinação Nº: 3
- PP+CP+V SC
|
+ 1.25 Peso
Próprio + 1.50 Carga Permanente + 1.00 Vento S+C
|
Esforços nas
Barras
|
|
Barra |
Nó inicial |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
Nó final |
Normal (kN) |
Cortante (kN) |
Momento (kN.cm) |
|
1 |
1 |
2.90 |
-0.02 |
-2.92 |
2 |
-3.02 |
0.02 |
0.00 |
|
2 |
3 |
16.12 |
0.98 |
42.60 |
4 |
-16.08 |
-0.98 |
0.00 |
|
3 |
5 |
11.09 |
0.00 |
0.00 |
6 |
-11.04 |
0.00 |
0.00 |
|
4 |
7 |
5.94 |
0.00 |
0.00 |
8 |
-5.88 |
0.00 |
0.00 |
|
5 |
9 |
1.06 |
0.00 |
0.00 |
10 |
-0.99 |
0.00 |
0.00 |
|
6 |
11 |
-3.28 |
0.00 |
0.00 |
12 |
3.35 |
0.00 |
0.00 |
|
7 |
13 |
-7.29 |
0.00 |
0.00 |
14 |
7.37 |
0.00 |
0.00 |
|
8 |
15 |
-8.57 |
0.00 |
0.00 |
16 |
8.66 |
0.00 |
0.00 |
|
9 |
17 |
-9.34 |
0.00 |
0.00 |
18 |
9.45 |
0.00 |
0.00 |
|
10 |
2 |
13.68 |
0.04 |
0.00 |
18 |
-13.58 |
0.04 |
0.00 |
|
11 |
17 |
14.25 |
0.06 |
0.00 |
16 |
-14.15 |
0.06 |
0.00 |
|
12 |
15 |
13.69 |
0.06 |
0.00 |
14 |
-13.61 |
0.06 |
0.00 |
|
13 |
13 |
12.37 |
0.06 |
0.00 |
12 |
-12.30 |
0.06 |
0.00 |
|
14 |
11 |
6.09 |
0.06 |
0.00 |
10 |
-6.02 |
0.06 |
0.00 |
|
15 |
7 |
-15.21 |
0.06 |
0.00 |
6 |
15.26 |
0.06 |
0.00 |
|
16 |
5 |
-30.00 |
0.06 |
0.00 |
4 |
30.04 |
0.06 |
0.00 |
|
17 |
9 |
-2.49 |
0.06 |
0.00 |
8 |
2.55 |
0.06 |
0.00 |
|
18 |
1 |
0.02 |
0.01 |
2.92 |
18 |
-0.03 |
0.09 |
-6.35 |
|
19 |
18 |
8.48 |
0.35 |
6.35 |
16 |
-8.50 |
-0.22 |
28.12 |
|
20 |
16 |
19.36 |
0.14 |
-28.12 |
14 |
-19.37 |
-0.01 |
37.35 |
|
21 |
14 |
30.21 |
0.33 |
-37.35 |
12 |
-30.22 |
-0.20 |
69.56 |
|
22 |
12 |
40.41 |
0.20 |
-69.56 |
10 |
-40.42 |
-0.07 |
85.81 |
|
23 |
10 |
45.59 |
0.18 |
-85.81 |
8 |
-45.60 |
-0.04 |
98.99 |
|
24 |
8 |
43.36 |
0.12 |
-98.99 |
6 |
-43.37 |
0.02 |
104.80 |
|
25 |
6 |
29.48 |
-0.76 |
-104.80 |
4 |
-29.49 |
0.90 |
0.00 |
|
26 |
2 |
-8.49 |
0.19 |
0.00 |
17 |
8.49 |
-0.09 |
12.32 |
|
27 |
17 |
-19.31 |
0.16 |
-12.32 |
15 |
19.31 |
-0.03 |
23.55 |
|
28 |
15 |
-30.14 |
0.21 |
-23.55 |
13 |
30.14 |
-0.08 |
40.98 |
|
29 |
13 |
-40.30 |
0.30 |
-40.98 |
11 |
40.30 |
-0.17 |
68.88 |
|
30 |
11 |
-45.46 |
0.22 |
-68.88 |
9 |
45.46 |
-0.09 |
87.14 |
|
31 |
9 |
-43.24 |
0.14 |
-87.14 |
7 |
43.24 |
-0.01 |
95.81 |
|
32 |
7 |
-29.33 |
0.23 |
-95.81 |
5 |
29.33 |
-0.10 |
115.25 |
|
33 |
5 |
-0.98 |
-1.19 |
-115.25 |
3 |
0.98 |
1.33 |
-42.60 |
Reações de Apoio
|
|
Nó |
Fx (kN) |
Fy (kN) |
Mz (kN.cm) |
|
2 |
0.00 |
13.96 |
0.00 |
|
3 |
0.00 |
17.45 |
0.00 |
Deslocamentos
|
|
Nó |
Dx (cm) |
Dy (cm) |
Rz (rad) |
|
1 |
1.4828 |
-0.0176 |
-0.013577 |
|
2 |
0.0000 |
0.0000 |
-0.014636 |
|
3 |
1.1056 |
0.0000 |
0.022844 |
|
4 |
0.3511 |
-0.0354 |
0.023835 |
|
5 |
1.1004 |
-2.7994 |
0.019418 |
|
6 |
0.2874 |
-2.8293 |
0.018934 |
|
7 |
0.9492 |
-4.5562 |
0.010143 |
|
8 |
0.3727 |
-4.5750 |
0.009947 |
|
9 |
0.7266 |
-5.2824 |
0.002095 |
|
10 |
0.5522 |
-5.2861 |
0.001792 |
|
11 |
0.4936 |
-5.1084 |
-0.004749 |
|
12 |
0.7759 |
-5.0946 |
-0.005046 |
|
13 |
0.2864 |
-4.2244 |
-0.009619 |
|
14 |
1.0046 |
-4.1904 |
-0.009804 |
|
15 |
0.1312 |
-2.8812 |
-0.012533 |
|
16 |
1.2133 |
-2.8371 |
-0.012768 |
|
17 |
0.0321 |
-1.2744 |
-0.014198 |
|
18 |
1.3864 |
-1.2218 |
-0.013827 |