Isométrico de banheiro

Relatório de cálculo das sapatas

Baldrame fck = 250.00 kgf/cm²
E = 238000 kgf/cm²
Peso Espec = 2500.00 kgf/m³
Lance 1 cobr = 4.50 cm

Nome
Esforços
Pressões(kgf/cm²)
Estabilidade
Dimensionamento

MB
MH
(kgf.m)
FB
FH
(tf)
Carga
Carga total
(tf)
Padm
Psolo

Sig1 Sig2
Sig3 Sig4
Tombamento
Deslizamento
Arranc.
Dir. B
Dir. H

Dir. B
Msd
Mrd
Cond. (1.5)
Dir. H
Msd
Mrd
Cond. (1.5)
Dir. B
Fsd
Frd
Cond. (1.5)
Dir. H
Fsd
Frd
Cond. (1.5)
Nt
Ns
Ns>Nt
Md
As (cm²/m)
A's (cm²/m)
Md
As (cm²/m)
A's (cm²/m)
S1
42.33
67.73
0.38
0.83
5.08
5.90
1.33
0.90 1.03
1.21 1.08
42.33
2063.52
48.74
67.60
2354.44
34.83
0.38
12.60
32.85
0.83
12.60
15.18 2549.17
4.02
0.00
2440.80
3.85
0.00
S2
71.64
114.63
1.16
1.82
8.60
9.80
1.33
1.07 1.20
1.37 1.24
71.64
3919.42
54.71
114.63
4899.27
42.74
1.16
18.00
15.57
1.82
18.00
9.90 2474.45
4.05
0.00
2404.63
3.80
0.00
S3
102.90
102.90
1.28
1.12
10.64
12.18
1.33
1.09 1.22
1.34 1.22
102.90
6090.49
59.19
102.90
6090.49
59.19
1.28
22.50
17.59
1.12
22.50
20.01 2385.95
3.97
0.00
2385.95
3.97
0.00
S4
146.09
233.74
0.60
1.17
17.53
20.02
1.33
1.17 1.26
1.40 1.31
146.09
12011.79
82.22
233.74
13012.77
55.67
0.60
35.10
58.52
1.17
35.10
29.91 4086.78
6.45
0.00
3880.05
5.78
0.00
S5
446.16
538.46
0.14
1.41
46.15
53.22
1.33
1.20 1.26
1.33 1.27
446.16
53216.04
119.28
538.46
55876.84
103.77
0.14
94.50
665.68
1.41
94.50
66.89 8164.69
13.65
0.00
8024.59
12.87
0.00
S6
214.57
257.48
0.42
1.14
25.75
29.45
1.33
1.23 1.30
1.39 1.32
214.57
22090.63
102.95
257.48
22090.63
85.80
0.42
50.62
121.22
1.14
50.62
44.50 5890.25
8.55
0.00
5755.90
8.44
0.00
S7
106.79
128.14
0.04
0.34
12.81
14.52
1.33
1.20 1.31
1.44 1.33
106.79
7259.55
67.98
128.14
7985.50
62.32
0.04
24.75
633.70
0.34