esforços e armaduras de pilares, paredes, cortinas e muros
DESCRIPTION
Esforço.TRANSCRIPT
1.- ESFORÇOS EM PILARES, PILARES-PAREDES E MUROS PORHIPÓTESETramo: Nível inicial / nível final do tramo entre pisos.
Nota:Esforços em relação aos eixos locais do pilar.
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
P01 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
3.090.520.70
-0.00-0.00-0.01
-0.89-0.18-0.24
0.00-0.00-0.00
-0.71-0.15-0.20
0.000.000.00
2.740.520.70
-0.000.000.00
0.770.170.23
0.00-0.00-0.00
-0.71-0.15-0.20
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
5.260.751.01
0.020.000.00
-0.52-0.04-0.06
0.070.010.01
-1.32-0.11-0.15
0.000.000.00
5.110.751.01
-0.05-0.00-0.01
0.800.070.09
0.070.010.01
-1.32-0.11-0.15
0.000.000.00
P02 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
4.000.720.96
-0.06-0.01-0.02
-0.35-0.07-0.10
-0.04-0.01-0.01
-0.29-0.06-0.08
0.000.000.00
3.560.720.96
0.030.010.01
0.320.070.09
-0.04-0.01-0.01
-0.29-0.06-0.08
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
6.010.921.23
-0.06-0.01-0.01
-0.15-0.01-0.02
-0.13-0.02-0.03
-0.38-0.03-0.04
0.000.000.00
5.820.921.23
0.070.010.02
0.230.020.03
-0.13-0.02-0.03
-0.38-0.03-0.04
0.000.000.00
P03 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
4.200.700.93
-0.03-0.02-0.02
-0.41-0.08-0.11
-0.03-0.01-0.02
-0.34-0.07-0.10
0.000.000.00
3.760.700.93
0.030.010.02
0.380.080.11
-0.03-0.01-0.02
-0.34-0.07-0.10
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
6.800.991.32
0.050.000.01
-0.18-0.01-0.02
0.150.020.02
-0.46-0.03-0.05
0.000.000.00
6.610.991.32
-0.10-0.01-0.02
0.280.020.03
0.150.020.02
-0.46-0.03-0.05
0.000.000.00
P04 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
7.091.461.95
0.070.020.03
-0.40-0.09-0.12
0.070.020.03
-0.34-0.08-0.10
0.000.000.00
6.651.461.95
-0.10-0.03-0.04
0.390.090.12
0.070.020.03
-0.34-0.08-0.10
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
10.271.812.42
0.01-0.00-0.01
-0.13-0.01-0.01
0.04-0.01-0.01
-0.33-0.02-0.03
0.000.000.00
10.081.812.42
-0.030.000.00
0.200.010.02
0.04-0.01-0.01
-0.33-0.02-0.03
0.000.000.00
P05 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
6.561.431.90
-0.20-0.05-0.06
-0.31-0.07-0.10
-0.15-0.04-0.05
-0.26-0.06-0.08
0.000.000.00
6.121.431.90
0.140.040.05
0.290.080.10
-0.15-0.04-0.05
-0.26-0.06-0.08
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
9.241.702.27
-0.14-0.02-0.03
-0.13-0.01-0.01
-0.34-0.04-0.06
-0.33-0.02-0.03
0.000.000.00
9.051.702.27
0.190.020.03
0.210.010.02
-0.34-0.04-0.06
-0.33-0.02-0.03
0.000.000.00
P06 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
0.71-0.05-0.07
-0.02-0.00-0.01
-0.15-0.02-0.03
-0.01-0.00-0.00
-0.11-0.02-0.03
0.000.000.00
0.35-0.05-0.07
-0.00-0.00-0.00
0.120.020.03
-0.01-0.00-0.00
-0.11-0.02-0.03
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
1.920.080.11
-0.03-0.01-0.01
-0.13-0.01-0.02
-0.06-0.02-0.02
-0.34-0.03-0.05
0.000.000.00
1.770.080.11
0.030.010.01
0.210.020.03
-0.06-0.02-0.02
-0.34-0.03-0.05
0.000.000.00
P07 Piso 23 140x30 60.45/62.65 Peso próprioCargas permanentesSobrecarga
10.101.081.62
4.450.811.22
-3.77-0.58-0.88
3.610.630.94
-2.89-0.45-0.67
-0.000.000.00
7.791.081.62
-3.49-0.57-0.86
2.590.400.60
3.610.630.94
-2.89-0.45-0.67
-0.000.000.00
Piso 22 140x30 57.65/59.85 Peso próprioCargas permanentesSobrecarga
21.902.423.64
2.090.350.53
-3.41-0.53-0.80
1.200.180.26
-3.07-0.48-0.72
-0.000.000.00
19.592.423.64
-0.55-0.03-0.05
3.350.530.79
1.200.180.26
-3.07-0.48-0.72
-0.000.000.00
Piso 21 140x30 54.85/57.05 Peso próprioCargas permanentesSobrecarga
33.583.755.63
2.330.390.58
-3.46-0.54-0.81
2.070.340.51
-3.16-0.49-0.74
-0.000.000.00
31.273.755.63
-2.23-0.36-0.54
3.490.540.82
2.070.340.51
-3.16-0.49-0.74
-0.000.000.00
Piso 20 140x30 52.05/54.25 Peso próprioCargas permanentesSobrecarga
45.245.077.61
2.200.350.53
-3.41-0.53-0.80
1.930.310.47
-3.10-0.48-0.73
-0.000.000.00
42.935.077.61
-2.05-0.34-0.50
3.420.530.80
1.930.310.47
-3.10-0.48-0.73
-0.000.000.00
Piso 19 140x30 49.25/51.45 Peso próprioCargas permanentesSobrecarga
56.856.389.58
2.180.350.52
-3.37-0.53-0.79
1.960.320.48
-3.07-0.48-0.72
-0.000.000.00
54.546.389.58
-2.14-0.36-0.54
3.390.530.79
1.960.320.48
-3.07-0.48-0.72
-0.000.000.00
Piso 18 140x30 46.45/48.65 Peso próprioCargas permanentesSobrecarga
68.417.69
11.54
2.160.340.51
-3.32-0.52-0.78
1.960.320.48
-3.02-0.47-0.71
-0.000.000.00
66.107.69
11.54
-2.15-0.36-0.55
3.330.520.78
1.960.320.48
-3.02-0.47-0.71
-0.000.000.00
Piso 17 140x30 43.65/45.85 Peso próprioCargas permanentesSobrecarga
79.918.98
13.48
2.150.340.51
-3.25-0.51-0.76
1.960.320.48
-2.97-0.46-0.69
-0.000.000.00
77.608.98
13.48
-2.16-0.37-0.55
3.280.510.77
1.960.320.48
-2.97-0.46-0.69
-0.000.000.00
Piso 16 140x30 40.85/43.05 Peso próprioCargas permanentesSobrecarga
91.3310.2715.40
2.150.330.50
-3.18-0.49-0.74
1.960.320.48
-2.90-0.45-0.68
-0.000.000.00
89.0210.2715.40
-2.17-0.37-0.56
3.210.500.75
1.960.320.48
-2.90-0.45-0.68
-0.000.000.00
Piso 15 140x30 38.05/40.25 Peso próprioCargas permanentesSobrecarga
102.6811.5417.31
2.140.330.50
-3.10-0.48-0.72
1.960.320.48
-2.83-0.44-0.66
-0.000.000.00
100.3711.5417.31
-2.17-0.38-0.57
3.130.490.73
1.960.320.48
-2.83-0.44-0.66
-0.000.000.00
Piso 14 140x30 35.25/37.45 Peso próprioCargas permanentesSobrecarga
113.9412.7919.19
2.140.330.49
-3.01-0.47-0.70
1.960.320.48
-2.75-0.43-0.64
-0.000.000.00
111.6312.7919.19
-2.17-0.38-0.57
3.040.470.71
1.960.320.48
-2.75-0.43-0.64
-0.000.000.00
Piso 13 140x30 32.45/34.65 Peso próprioCargas permanentesSobrecarga
125.0914.0321.05
2.130.330.49
-2.91-0.45-0.67
1.960.320.48
-2.66-0.41-0.62
-0.000.000.00
122.7814.0321.05
-2.17-0.38-0.58
2.940.450.68
1.960.320.48
-2.66-0.41-0.62
-0.000.000.00
Piso 12 140x30 29.65/31.85 Peso próprioCargas permanentesSobrecarga
136.1415.2522.88
2.130.320.49
-2.80-0.43-0.65
1.960.320.48
-2.56-0.39-0.59
-0.000.000.00
133.8315.2522.88
-2.17-0.39-0.58
2.840.440.65
1.960.320.48
-2.56-0.39-0.59
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 1
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 11 140x30 26.85/29.05 Peso próprioCargas permanentesSobrecarga
147.0616.4524.68
2.130.320.48
-2.68-0.41-0.62
1.950.320.49
-2.45-0.38-0.56
-0.000.000.00
144.7516.4524.68
-2.17-0.39-0.59
2.720.420.63
1.950.320.49
-2.45-0.38-0.56
-0.000.000.00
Piso 10 140x30 24.05/26.25 Peso próprioCargas permanentesSobrecarga
157.8517.6326.45
2.130.320.48
-2.55-0.39-0.58
1.950.320.49
-2.34-0.36-0.53
-0.000.000.00
155.5417.6326.45
-2.16-0.39-0.59
2.590.400.59
1.950.320.49
-2.34-0.36-0.53
-0.000.000.00
Piso 9 140x30 21.25/23.45 Peso próprioCargas permanentesSobrecarga
168.5018.7928.19
2.140.320.48
-2.41-0.36-0.55
1.950.330.49
-2.21-0.33-0.50
-0.000.000.00
166.1918.7928.19
-2.15-0.39-0.59
2.450.370.56
1.950.330.49
-2.21-0.33-0.50
-0.000.000.00
Piso 8 140x30 18.45/20.65 Peso próprioCargas permanentesSobrecarga
178.9819.9229.88
2.170.330.49
-2.25-0.34-0.51
1.950.330.49
-2.07-0.31-0.47
-0.000.000.00
176.6719.9229.88
-2.13-0.39-0.59
2.300.350.52
1.950.330.49
-2.07-0.31-0.47
-0.000.000.00
Piso 7 140x30 15.65/17.85 Peso próprioCargas permanentesSobrecarga
189.3021.0231.54
2.220.340.51
-2.09-0.31-0.47
1.950.330.49
-1.92-0.29-0.43
-0.000.000.00
186.9921.0231.54
-2.07-0.38-0.58
2.140.320.48
1.950.330.49
-1.92-0.29-0.43
-0.000.000.00
Piso 6 140x30 12.85/15.05 Peso próprioCargas permanentesSobrecarga
199.4222.0933.14
2.370.380.56
-1.91-0.28-0.42
1.970.340.50
-1.76-0.26-0.39
-0.000.000.00
197.1122.0933.14
-1.97-0.36-0.54
1.970.290.44
1.970.340.50
-1.76-0.26-0.39
-0.000.000.00
Piso 5 140x30 10.05/12.25 Peso próprioCargas permanentesSobrecarga
209.3423.1334.70
2.510.420.61
-1.73-0.26-0.38
1.940.330.50
-1.60-0.24-0.35
-0.000.000.00
207.0323.1334.70
-1.77-0.31-0.48
1.780.260.40
1.940.330.50
-1.60-0.24-0.35
-0.000.000.00
Piso 4 140x30 7.25/9.45 Peso próprioCargas permanentesSobrecarga
219.0324.1236.20
3.730.721.03
-1.54-0.21-0.32
2.280.410.61
-1.43-0.20-0.31
-0.000.000.00
216.7224.1236.20
-1.29-0.19-0.32
1.600.240.35
2.280.410.61
-1.43-0.20-0.31
-0.000.000.00
Piso 3 140x30 4.45/6.65 Peso próprioCargas permanentesSobrecarga
228.2525.0537.59
1.290.140.21
-1.04-0.17-0.26
0.880.070.14
-1.02-0.16-0.24
0.000.000.00
225.9425.0537.59
-0.65-0.03-0.09
1.200.190.28
0.880.070.14
-1.02-0.16-0.24
0.000.000.00
Sub-Solo 140x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
253.2030.4444.79
-3.66-0.86-1.14
-0.44-0.09-0.13
-2.02-0.45-0.60
-0.48-0.09-0.13
0.000.000.00
250.7330.4444.79
1.090.190.26
0.680.130.19
-2.02-0.45-0.60
-0.48-0.09-0.13
0.000.000.00
Fundação 140x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
260.9531.1745.77
-1.17-0.28-0.37
-0.10-0.01-0.01
0.080.190.25
-0.27-0.01-0.02
0.000.000.00
259.9031.1745.77
-1.25-0.47-0.62
0.180.010.01
0.080.190.25
-0.27-0.01-0.02
0.000.000.00
P08 Piso 23 135x30 60.45/62.65 Peso próprioCargas permanentesSobrecarga
9.201.041.56
-2.07-0.33-0.49
-3.84-0.65-0.97
-2.27-0.39-0.59
-2.94-0.50-0.74
-0.000.000.00
6.971.041.56
2.920.540.81
2.630.440.67
-2.27-0.39-0.59
-2.94-0.50-0.74
-0.000.000.00
Piso 22 135x30 57.65/59.85 Peso próprioCargas permanentesSobrecarga
20.082.373.55
-1.31-0.24-0.36
-3.51-0.59-0.89
-1.21-0.24-0.37
-3.16-0.54-0.80
-0.000.000.00
17.852.373.55
1.350.290.44
3.450.580.88
-1.21-0.24-0.37
-3.16-0.54-0.80
-0.000.000.00
Piso 21 135x30 54.85/57.05 Peso próprioCargas permanentesSobrecarga
30.953.705.54
-1.59-0.30-0.45
-3.57-0.60-0.90
-1.60-0.30-0.45
-3.25-0.55-0.83
-0.000.000.00
28.723.705.54
1.920.360.54
3.590.610.91
-1.60-0.30-0.45
-3.25-0.55-0.83
-0.000.000.00
Piso 20 135x30 52.05/54.25 Peso próprioCargas permanentesSobrecarga
41.815.027.54
-1.62-0.31-0.46
-3.51-0.59-0.89
-1.52-0.29-0.43
-3.20-0.54-0.81
-0.000.000.00
39.585.027.54
1.720.320.48
3.520.600.89
-1.52-0.29-0.43
-3.20-0.54-0.81
-0.000.000.00
Piso 19 135x30 49.25/51.45 Peso próprioCargas permanentesSobrecarga
52.646.359.52
-1.65-0.32-0.48
-3.48-0.59-0.88
-1.52-0.29-0.43
-3.17-0.54-0.80
-0.000.000.00
50.416.359.52
1.700.310.46
3.490.590.89
-1.52-0.29-0.43
-3.17-0.54-0.80
-0.000.000.00
Piso 18 135x30 46.45/48.65 Peso próprioCargas permanentesSobrecarga
63.427.66
11.49
-1.66-0.32-0.48
-3.43-0.58-0.87
-1.51-0.28-0.43
-3.13-0.53-0.79
-0.000.000.00
61.207.66
11.49
1.670.300.45
3.450.580.87
-1.51-0.28-0.43
-3.13-0.53-0.79
-0.000.000.00
Piso 17 135x30 43.65/45.85 Peso próprioCargas permanentesSobrecarga
74.168.97
13.45
-1.66-0.33-0.49
-3.37-0.57-0.85
-1.51-0.28-0.42
-3.08-0.52-0.78
-0.000.000.00
71.948.97
13.45
1.660.300.44
3.390.570.86
-1.51-0.28-0.42
-3.08-0.52-0.78
-0.000.000.00
Piso 16 135x30 40.85/43.05 Peso próprioCargas permanentesSobrecarga
84.8410.2715.40
-1.66-0.33-0.49
-3.31-0.56-0.84
-1.50-0.28-0.42
-3.02-0.51-0.76
-0.000.000.00
82.6210.2715.40
1.650.290.44
3.330.560.84
-1.50-0.28-0.42
-3.02-0.51-0.76
-0.000.000.00
Piso 15 135x30 38.05/40.25 Peso próprioCargas permanentesSobrecarga
95.4611.5517.33
-1.66-0.33-0.49
-3.24-0.55-0.82
-1.50-0.28-0.42
-2.95-0.50-0.75
-0.000.000.00
93.2311.5517.33
1.640.290.43
3.260.550.83
-1.50-0.28-0.42
-2.95-0.50-0.75
-0.000.000.00
Piso 14 135x30 35.25/37.45 Peso próprioCargas permanentesSobrecarga
106.0012.8219.23
-1.66-0.33-0.49
-3.16-0.53-0.80
-1.49-0.28-0.42
-2.88-0.49-0.73
-0.000.000.00
103.7712.8219.23
1.630.280.42
3.180.540.81
-1.49-0.28-0.42
-2.88-0.49-0.73
-0.000.000.00
Piso 13 135x30 32.45/34.65 Peso próprioCargas permanentesSobrecarga
116.4514.0821.12
-1.65-0.33-0.49
-3.07-0.52-0.78
-1.49-0.28-0.41
-2.80-0.47-0.71
-0.000.000.00
114.2314.0821.12
1.620.280.42
3.100.520.78
-1.49-0.28-0.41
-2.80-0.47-0.71
-0.000.000.00
Piso 12 135x30 29.65/31.85 Peso próprioCargas permanentesSobrecarga
126.8215.3222.98
-1.65-0.33-0.49
-2.97-0.50-0.75
-1.48-0.27-0.41
-2.71-0.46-0.69
-0.000.000.00
124.5915.3222.98
1.610.270.41
3.000.510.76
-1.48-0.27-0.41
-2.71-0.46-0.69
-0.000.000.00
Piso 11 135x30 26.85/29.05 Peso próprioCargas permanentesSobrecarga
137.0816.5424.81
-1.64-0.33-0.49
-2.86-0.48-0.72
-1.47-0.27-0.41
-2.62-0.44-0.66
-0.000.000.00
134.8616.5424.81
1.600.270.40
2.900.490.73
-1.47-0.27-0.41
-2.62-0.44-0.66
-0.000.000.00
Piso 10 135x30 24.05/26.25 Peso próprioCargas permanentesSobrecarga
147.2417.7426.61
-1.62-0.33-0.49
-2.74-0.46-0.69
-1.46-0.27-0.40
-2.51-0.42-0.63
-0.000.000.00
145.0117.7426.61
1.600.260.40
2.780.470.70
-1.46-0.27-0.40
-2.51-0.42-0.63
-0.000.000.00
Piso 9 135x30 21.25/23.45 Peso próprioCargas permanentesSobrecarga
157.2818.9228.38
-1.60-0.32-0.49
-2.62-0.44-0.66
-1.45-0.27-0.40
-2.40-0.40-0.60
-0.000.000.00
155.0518.9228.38
1.600.260.39
2.660.450.67
-1.45-0.27-0.40
-2.40-0.40-0.60
-0.000.000.00
Piso 8 135x30 18.45/20.65 Peso próprioCargas permanentesSobrecarga
167.1920.0830.12
-1.57-0.32-0.48
-2.48-0.42-0.62
-1.44-0.26-0.39
-2.28-0.38-0.57
-0.000.000.00
164.9720.0830.12
1.610.260.39
2.530.420.64
-1.44-0.26-0.39
-2.28-0.38-0.57
-0.000.000.00
Piso 7 135x30 15.65/17.85 Peso próprioCargas permanentesSobrecarga
176.9821.2131.82
-1.50-0.30-0.46
-2.34-0.39-0.59
-1.43-0.26-0.39
-2.15-0.36-0.54
-0.000.000.00
174.7521.2131.82
1.640.270.40
2.390.400.60
-1.43-0.26-0.39
-2.15-0.36-0.54
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 2
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 6 135x30 12.85/15.05 Peso próprioCargas permanentesSobrecarga
186.6222.3233.49
-1.38-0.27-0.41
-2.17-0.36-0.54
-1.41-0.25-0.38
-2.00-0.33-0.50
-0.000.000.00
184.3922.3233.49
1.720.280.42
2.230.370.56
-1.41-0.25-0.38
-2.00-0.33-0.50
-0.000.000.00
Piso 5 135x30 10.05/12.25 Peso próprioCargas permanentesSobrecarga
196.1223.4135.11
-1.08-0.20-0.31
-2.04-0.34-0.51
-1.36-0.24-0.36
-1.86-0.31-0.47
-0.000.000.00
193.8923.4135.11
1.900.330.48
2.060.340.52
-1.36-0.24-0.36
-1.86-0.31-0.47
-0.000.000.00
Piso 4 135x30 7.25/9.45 Peso próprioCargas permanentesSobrecarga
205.5224.4836.71
-0.84-0.11-0.20
-1.82-0.29-0.44
-1.40-0.24-0.36
-1.69-0.28-0.42
-0.000.000.00
203.2924.4836.71
2.240.420.60
1.910.320.48
-1.40-0.24-0.36
-1.69-0.28-0.42
-0.000.000.00
Piso 3 135x30 4.45/6.65 Peso próprioCargas permanentesSobrecarga
214.5925.5038.24
1.670.410.54
-1.37-0.25-0.36
-0.69-0.11-0.17
-1.29-0.23-0.33
0.000.000.00
212.3625.5038.24
3.200.650.92
1.460.250.37
-0.69-0.11-0.17
-1.29-0.23-0.33
0.000.000.00
Sub-Solo 135x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
241.0731.6646.47
-1.85-0.49-0.64
-0.54-0.11-0.16
-0.070.030.04
-0.61-0.12-0.17
0.000.000.00
238.7031.6646.47
-1.68-0.55-0.73
0.900.180.25
-0.070.030.04
-0.61-0.12-0.17
0.000.000.00
Fundação 135x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
246.8032.1647.14
-1.06-0.25-0.32
-0.050.000.00
0.900.190.25
-0.180.000.01
0.000.000.00
245.7932.1647.14
-1.96-0.44-0.58
0.13-0.00-0.00
0.900.190.25
-0.180.000.01
0.000.000.00
P09 Sub-Solo 30x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
16.263.945.26
-0.45-0.11-0.15
0.150.030.04
-0.35-0.09-0.12
0.100.020.03
0.000.000.00
15.733.945.26
0.380.100.13
-0.08-0.02-0.03
-0.35-0.09-0.12
0.100.020.03
0.000.000.00
Fundação 30x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
18.914.185.59
-0.18-0.02-0.03
0.190.020.02
-0.43-0.05-0.07
0.460.040.05
0.000.000.00
18.694.185.59
0.250.030.04
-0.27-0.02-0.03
-0.43-0.05-0.07
0.460.040.05
0.000.000.00
P10 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
1.060.00
-0.00
-0.02-0.01-0.01
0.120.030.03
-0.01-0.00-0.00
0.090.020.03
0.000.000.00
0.710.00
-0.00
0.000.000.00
-0.10-0.02-0.03
-0.01-0.00-0.00
0.090.020.03
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
3.290.280.37
-0.05-0.01-0.02
0.050.000.00
-0.11-0.03-0.04
0.120.010.01
0.000.000.00
3.140.280.37
0.060.020.02
-0.07-0.00-0.00
-0.11-0.03-0.04
0.120.010.01
0.000.000.00
P11 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
8.941.992.66
0.170.030.04
0.100.010.02
0.140.030.04
0.090.010.02
0.000.000.00
8.591.992.66
-0.15-0.03-0.04
-0.11-0.02-0.02
0.140.030.04
0.090.010.02
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
13.472.503.36
0.110.010.02
-0.02-0.01-0.01
0.280.030.04
-0.06-0.01-0.02
0.000.000.00
13.322.503.36
-0.17-0.02-0.03
0.040.010.01
0.280.030.04
-0.06-0.01-0.02
0.000.000.00
P12 Piso 23 40x35 60.45/62.65 Peso próprioCargas permanentesSobrecarga
7.350.911.37
0.440.150.23
-2.39-0.38-0.57
0.320.110.16
-1.73-0.28-0.41
-0.000.000.00
6.580.911.37
-0.27-0.09-0.13
1.420.230.34
0.320.110.16
-1.73-0.28-0.41
-0.000.000.00
Piso 22 40x35 57.65/59.85 Peso próprioCargas permanentesSobrecarga
14.341.892.83
0.400.150.22
-2.62-0.42-0.62
0.360.130.20
-2.39-0.38-0.57
-0.000.000.00
13.571.892.83
-0.38-0.15-0.22
2.640.420.63
0.360.130.20
-2.39-0.38-0.57
-0.000.000.00
Piso 21 40x35 54.85/57.05 Peso próprioCargas permanentesSobrecarga
21.332.864.28
0.400.140.21
-2.58-0.41-0.61
0.360.130.19
-2.35-0.37-0.56
-0.000.000.00
20.562.864.28
-0.39-0.14-0.21
2.580.410.62
0.360.130.19
-2.35-0.37-0.56
-0.000.000.00
Piso 20 40x35 52.05/54.25 Peso próprioCargas permanentesSobrecarga
28.313.825.73
0.380.140.21
-2.57-0.41-0.61
0.340.130.19
-2.34-0.37-0.56
-0.000.000.00
27.543.825.73
-0.38-0.14-0.21
2.570.410.61
0.340.130.19
-2.34-0.37-0.56
-0.000.000.00
Piso 19 40x35 49.25/51.45 Peso próprioCargas permanentesSobrecarga
35.294.777.16
0.370.140.20
-2.55-0.40-0.61
0.340.120.19
-2.32-0.37-0.55
-0.000.000.00
34.524.777.16
-0.37-0.14-0.21
2.550.410.61
0.340.120.19
-2.32-0.37-0.55
-0.000.000.00
Piso 18 40x35 46.45/48.65 Peso próprioCargas permanentesSobrecarga
42.285.738.60
0.370.130.20
-2.52-0.40-0.60
0.330.120.18
-2.30-0.36-0.55
-0.000.000.00
41.515.738.60
-0.37-0.14-0.20
2.530.400.60
0.330.120.18
-2.30-0.36-0.55
-0.000.000.00
Piso 17 40x35 43.65/45.85 Peso próprioCargas permanentesSobrecarga
49.286.69
10.03
0.360.130.20
-2.49-0.40-0.59
0.330.120.18
-2.27-0.36-0.54
-0.000.000.00
48.516.69
10.03
-0.36-0.13-0.20
2.500.400.60
0.330.120.18
-2.27-0.36-0.54
-0.000.000.00
Piso 16 40x35 40.85/43.05 Peso próprioCargas permanentesSobrecarga
56.317.64
11.47
0.350.130.20
-2.46-0.39-0.58
0.320.120.18
-2.24-0.36-0.53
-0.000.000.00
55.547.64
11.47
-0.36-0.13-0.20
2.470.390.59
0.320.120.18
-2.24-0.36-0.53
-0.000.000.00
Piso 15 40x35 38.05/40.25 Peso próprioCargas permanentesSobrecarga
63.368.60
12.90
0.350.130.19
-2.42-0.38-0.57
0.320.120.18
-2.21-0.35-0.52
-0.000.000.00
62.598.60
12.90
-0.35-0.13-0.19
2.440.390.58
0.320.120.18
-2.21-0.35-0.52
-0.000.000.00
Piso 14 40x35 35.25/37.45 Peso próprioCargas permanentesSobrecarga
70.449.56
14.34
0.340.130.19
-2.38-0.38-0.56
0.310.110.17
-2.17-0.34-0.51
-0.000.000.00
69.679.56
14.34
-0.34-0.13-0.19
2.400.380.57
0.310.110.17
-2.17-0.34-0.51
-0.000.000.00
Piso 13 40x35 32.45/34.65 Peso próprioCargas permanentesSobrecarga
77.5410.5215.78
0.330.120.18
-2.33-0.37-0.55
0.300.110.17
-2.13-0.34-0.50
-0.000.000.00
76.7710.5215.78
-0.33-0.12-0.19
2.350.370.56
0.300.110.17
-2.13-0.34-0.50
-0.000.000.00
Piso 12 40x35 29.65/31.85 Peso próprioCargas permanentesSobrecarga
84.6811.4817.23
0.320.120.18
-2.28-0.36-0.54
0.290.110.16
-2.08-0.33-0.49
-0.000.000.00
83.9111.4817.23
-0.32-0.12-0.18
2.300.360.54
0.290.110.16
-2.08-0.33-0.49
-0.000.000.00
Piso 11 40x35 26.85/29.05 Peso próprioCargas permanentesSobrecarga
91.8612.4518.67
0.310.120.17
-2.23-0.35-0.53
0.280.110.16
-2.03-0.32-0.48
-0.000.000.00
91.0912.4518.67
-0.31-0.12-0.18
2.240.350.53
0.280.110.16
-2.03-0.32-0.48
-0.000.000.00
Piso 10 40x35 24.05/26.25 Peso próprioCargas permanentesSobrecarga
99.0713.4120.12
0.290.110.17
-2.16-0.34-0.51
0.270.100.15
-1.98-0.31-0.47
-0.000.000.00
98.3013.4120.12
-0.30-0.11-0.17
2.190.340.52
0.270.100.15
-1.98-0.31-0.47
-0.000.000.00
Piso 9 40x35 21.25/23.45 Peso próprioCargas permanentesSobrecarga
106.3114.3721.57
0.280.110.16
-2.10-0.33-0.49
0.260.100.15
-1.92-0.30-0.45
-0.000.000.00
105.5414.3721.57
-0.28-0.11-0.16
2.120.330.50
0.260.100.15
-1.92-0.30-0.45
-0.000.000.00
Piso 8 40x35 18.45/20.65 Peso próprioCargas permanentesSobrecarga
113.6015.3323.01
0.260.100.15
-2.03-0.32-0.48
0.240.090.14
-1.85-0.29-0.44
-0.000.000.00
112.8315.3323.01
-0.27-0.10-0.15
2.050.320.48
0.240.090.14
-1.85-0.29-0.44
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 3
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 7 40x35 15.65/17.85 Peso próprioCargas permanentesSobrecarga
120.9216.2924.44
0.240.090.14
-1.95-0.30-0.46
0.220.080.13
-1.78-0.28-0.42
-0.000.000.00
120.1516.2924.44
-0.24-0.10-0.14
1.980.310.46
0.220.080.13
-1.78-0.28-0.42
-0.000.000.00
Piso 6 40x35 12.85/15.05 Peso próprioCargas permanentesSobrecarga
128.2617.2425.86
0.210.080.12
-1.88-0.29-0.44
0.190.080.11
-1.72-0.27-0.40
-0.000.000.00
127.4917.2425.86
-0.21-0.09-0.13
1.900.300.44
0.190.080.11
-1.72-0.27-0.40
-0.000.000.00
Piso 5 40x35 10.05/12.25 Peso próprioCargas permanentesSobrecarga
135.6118.1727.26
0.170.070.10
-1.74-0.27-0.41
0.150.060.09
-1.61-0.25-0.38
-0.000.000.00
134.8418.1727.26
-0.17-0.07-0.11
1.800.280.42
0.150.060.09
-1.61-0.25-0.38
-0.000.000.00
Piso 4 40x35 7.25/9.45 Peso próprioCargas permanentesSobrecarga
142.9219.0628.62
0.140.060.09
-1.98-0.31-0.47
0.110.050.08
-1.72-0.27-0.41
-0.000.000.00
142.1519.0628.62
-0.10-0.05-0.08
1.800.280.43
0.110.050.08
-1.72-0.27-0.41
-0.000.000.00
Piso 3 40x35 4.45/6.65 Peso próprioCargas permanentesSobrecarga
150.1319.9029.89
-0.16-0.05-0.05
0.180.050.05
-0.11-0.03-0.02
-0.41-0.06-0.10
0.000.000.00
149.3619.9029.89
0.090.010.00
1.090.170.27
-0.11-0.03-0.02
-0.41-0.06-0.10
0.000.000.00
Sub-Solo 40x35 1.50/3.85 Peso próprioCargas permanentesSobrecarga
155.2721.3731.78
-0.21-0.07-0.09
1.050.170.24
-0.20-0.07-0.09
1.110.190.27
0.000.000.00
154.4521.3731.78
0.270.090.12
-1.57-0.28-0.39
-0.20-0.07-0.09
1.110.190.27
0.000.000.00
Fundação 40x35 0.00/1.00 Peso próprioCargas permanentesSobrecarga
157.1721.5231.97
0.090.020.03
0.200.010.01
0.300.060.09
0.510.030.04
0.000.000.00
156.8221.5231.97
-0.21-0.04-0.06
-0.31-0.02-0.03
0.300.060.09
0.510.030.04
0.000.000.00
P13 Piso 23 30x135 60.45/62.65 Peso próprioCargas permanentesSobrecarga
21.623.164.74
1.450.340.50
-13.78-2.34-3.51
1.080.250.37
-11.96-2.04-3.06
-0.000.000.00
19.403.164.74
-0.91-0.21-0.31
12.542.153.23
1.080.250.37
-11.96-2.04-3.06
-0.000.000.00
Piso 22 30x135 57.65/59.85 Peso próprioCargas permanentesSobrecarga
41.845.978.95
1.370.320.48
-7.94-1.34-2.01
1.230.290.43
-6.10-1.03-1.54
-0.000.000.00
39.615.978.95
-1.34-0.32-0.47
5.490.921.39
1.230.290.43
-6.10-1.03-1.54
-0.000.000.00
Piso 21 30x135 54.85/57.05 Peso próprioCargas permanentesSobrecarga
62.128.80
13.19
1.350.310.47
-8.87-1.50-2.26
1.220.280.43
-8.27-1.40-2.11
-0.000.000.00
59.898.80
13.19
-1.34-0.31-0.47
9.331.582.37
1.220.280.43
-8.27-1.40-2.11
-0.000.000.00
Piso 20 30x135 52.05/54.25 Peso próprioCargas permanentesSobrecarga
82.4311.6317.44
1.320.310.46
-8.65-1.47-2.20
1.200.280.42
-7.86-1.33-2.00
-0.000.000.00
80.2111.6317.44
-1.32-0.31-0.46
8.641.462.20
1.200.280.42
-7.86-1.33-2.00
-0.000.000.00
Piso 19 30x135 49.25/51.45 Peso próprioCargas permanentesSobrecarga
102.7914.4821.71
1.310.300.45
-8.61-1.46-2.19
1.190.280.41
-7.87-1.33-2.00
-0.000.000.00
100.5614.4821.71
-1.31-0.30-0.46
8.711.482.21
1.190.280.41
-7.87-1.33-2.00
-0.000.000.00
Piso 18 30x135 46.45/48.65 Peso próprioCargas permanentesSobrecarga
123.1917.3426.00
1.300.300.45
-8.52-1.45-2.17
1.190.270.41
-7.79-1.32-1.98
-0.000.000.00
120.9717.3426.00
-1.31-0.30-0.45
8.621.462.19
1.190.270.41
-7.79-1.32-1.98
-0.000.000.00
Piso 17 30x135 43.65/45.85 Peso próprioCargas permanentesSobrecarga
143.6620.2130.31
1.300.300.45
-8.43-1.43-2.15
1.180.270.41
-7.72-1.31-1.97
-0.000.000.00
141.4320.2130.31
-1.30-0.30-0.45
8.551.452.17
1.180.270.41
-7.72-1.31-1.97
-0.000.000.00
Piso 16 30x135 40.85/43.05 Peso próprioCargas permanentesSobrecarga
164.1923.0934.63
1.290.300.45
-8.33-1.41-2.12
1.170.270.41
-7.63-1.30-1.94
-0.000.000.00
161.9623.0934.63
-1.29-0.30-0.45
8.461.432.15
1.170.270.41
-7.63-1.30-1.94
-0.000.000.00
Piso 15 30x135 38.05/40.25 Peso próprioCargas permanentesSobrecarga
184.8025.9938.99
1.280.290.44
-8.21-1.40-2.09
1.170.270.40
-7.53-1.28-1.92
-0.000.000.00
182.5725.9938.99
-1.29-0.30-0.45
8.361.422.13
1.170.270.40
-7.53-1.28-1.92
-0.000.000.00
Piso 14 30x135 35.25/37.45 Peso próprioCargas permanentesSobrecarga
205.4928.9243.37
1.280.290.44
-8.08-1.37-2.06
1.160.270.40
-7.42-1.26-1.89
-0.000.000.00
203.2628.9243.37
-1.28-0.30-0.44
8.251.402.10
1.160.270.40
-7.42-1.26-1.89
-0.000.000.00
Piso 13 30x135 32.45/34.65 Peso próprioCargas permanentesSobrecarga
226.2831.8647.78
1.270.290.44
-7.93-1.35-2.02
1.160.270.40
-7.30-1.24-1.86
-0.000.000.00
224.0631.8647.78
-1.27-0.29-0.44
8.121.382.07
1.160.270.40
-7.30-1.24-1.86
-0.000.000.00
Piso 12 30x135 29.65/31.85 Peso próprioCargas permanentesSobrecarga
247.1934.8252.22
1.260.290.43
-7.77-1.32-1.99
1.150.260.39
-7.16-1.22-1.83
-0.000.000.00
244.9634.8252.22
-1.26-0.29-0.44
7.981.352.03
1.150.260.39
-7.16-1.22-1.83
-0.000.000.00
Piso 11 30x135 26.85/29.05 Peso próprioCargas permanentesSobrecarga
268.2237.8156.71
1.250.280.43
-7.60-1.29-1.94
1.140.260.39
-7.01-1.19-1.79
-0.000.000.00
265.9937.8156.71
-1.25-0.29-0.43
7.821.331.99
1.140.260.39
-7.01-1.19-1.79
-0.000.000.00
Piso 10 30x135 24.05/26.25 Peso próprioCargas permanentesSobrecarga
289.3840.8361.24
1.240.280.42
-7.41-1.26-1.90
1.130.260.39
-6.85-1.17-1.75
-0.000.000.00
287.1540.8361.24
-1.24-0.29-0.43
7.661.301.95
1.130.260.39
-6.85-1.17-1.75
-0.000.000.00
Piso 9 30x135 21.25/23.45 Peso próprioCargas permanentesSobrecarga
310.6943.8965.82
1.230.280.42
-7.21-1.23-1.85
1.120.250.38
-6.67-1.14-1.70
-0.000.000.00
308.4643.8965.82
-1.23-0.28-0.42
7.471.271.90
1.120.250.38
-6.67-1.14-1.70
-0.000.000.00
Piso 8 30x135 18.45/20.65 Peso próprioCargas permanentesSobrecarga
332.1646.9870.46
1.210.270.41
-7.00-1.20-1.79
1.100.250.37
-6.49-1.11-1.66
-0.000.000.00
329.9346.9870.46
-1.21-0.28-0.41
7.281.241.86
1.100.250.37
-6.49-1.11-1.66
-0.000.000.00
Piso 7 30x135 15.65/17.85 Peso próprioCargas permanentesSobrecarga
353.8250.1275.16
1.190.270.40
-6.76-1.15-1.73
1.080.240.37
-6.28-1.07-1.61
-0.000.000.00
351.5950.1275.16
-1.19-0.27-0.41
7.061.201.81
1.080.240.37
-6.28-1.07-1.61
-0.000.000.00
Piso 6 30x135 12.85/15.05 Peso próprioCargas permanentesSobrecarga
375.6753.3079.93
1.160.260.38
-6.62-1.13-1.69
1.050.230.35
-6.11-1.04-1.57
-0.000.000.00
373.4453.3079.93
-1.16-0.26-0.39
6.821.171.75
1.050.230.35
-6.11-1.04-1.57
-0.000.000.00
Piso 5 30x135 10.05/12.25 Peso próprioCargas permanentesSobrecarga
397.7656.5584.79
1.100.240.36
-5.94-1.01-1.52
1.000.220.33
-5.69-0.98-1.47
-0.000.000.00
395.5356.5584.79
-1.09-0.24-0.37
6.581.141.71
1.000.220.33
-5.69-0.98-1.47
-0.000.000.00
Piso 4 30x135 7.25/9.45 Peso próprioCargas permanentesSobrecarga
420.1059.8689.75
1.080.220.33
-8.13-1.33-1.97
0.940.200.30
-6.47-1.09-1.63
-0.000.000.00
417.8759.8689.75
-1.00-0.21-0.33
6.091.081.62
0.940.200.30
-6.47-1.09-1.63
-0.000.000.00
Piso 3 30x135 4.45/6.65 Peso próprioCargas permanentesSobrecarga
442.8563.2994.88
0.560.160.23
3.180.610.81
0.570.140.21
-1.42-0.27-0.45
0.000.000.00
440.6263.2994.88
-0.69-0.15-0.24
6.311.211.81
0.570.140.21
-1.42-0.27-0.45
0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 4
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Sub-Solo 30x135 1.50/3.85 Peso próprioCargas permanentesSobrecarga
454.1365.5997.88
-0.080.010.02
2.700.340.49
-0.010.040.05
3.770.670.94
0.000.000.00
451.7565.5997.88
-0.07-0.08-0.10
-6.16-1.23-1.72
-0.010.040.05
3.770.670.94
0.000.000.00
Fundação 30x135 0.00/1.00 Peso próprioCargas permanentesSobrecarga
457.8965.8598.20
0.03-0.01-0.01
0.26-0.01-0.02
0.19-0.00-0.00
-0.42-0.08-0.10
0.000.000.00
456.8765.8598.20
-0.16-0.01-0.01
0.690.070.09
0.19-0.00-0.00
-0.42-0.08-0.10
0.000.000.00
P14 Piso 23 125x25 60.45/62.65 Peso próprioCargas permanentesSobrecarga
17.312.553.83
-2.84-0.60-0.90
-3.68-0.63-0.94
-2.73-0.59-0.88
-2.70-0.46-0.69
-0.000.000.00
15.592.553.83
3.160.691.03
2.250.380.58
-2.73-0.59-0.88
-2.70-0.46-0.69
-0.000.000.00
Piso 22 125x25 57.65/59.85 Peso próprioCargas permanentesSobrecarga
32.994.837.25
-1.84-0.40-0.60
-3.94-0.67-1.00
-1.59-0.35-0.53
-3.60-0.61-0.92
-0.000.000.00
31.274.837.25
1.650.380.56
3.980.681.01
-1.59-0.35-0.53
-3.60-0.61-0.92
-0.000.000.00
Piso 21 125x25 54.85/57.05 Peso próprioCargas permanentesSobrecarga
48.727.12
10.68
-2.15-0.47-0.71
-3.87-0.66-0.99
-2.06-0.45-0.68
-3.52-0.60-0.90
-0.000.000.00
47.007.12
10.68
2.390.520.78
3.870.660.99
-2.06-0.45-0.68
-3.52-0.60-0.90
-0.000.000.00
Piso 20 125x25 52.05/54.25 Peso próprioCargas permanentesSobrecarga
64.489.41
14.12
-2.14-0.47-0.71
-3.85-0.66-0.98
-1.97-0.43-0.65
-3.51-0.60-0.90
-0.000.000.00
62.769.41
14.12
2.190.480.71
3.860.660.99
-1.97-0.43-0.65
-3.51-0.60-0.90
-0.000.000.00
Piso 19 125x25 49.25/51.45 Peso próprioCargas permanentesSobrecarga
80.2711.7117.56
-2.16-0.48-0.72
-3.82-0.65-0.98
-1.98-0.43-0.65
-3.48-0.59-0.89
-0.000.000.00
78.5511.7117.56
2.190.470.71
3.830.650.98
-1.98-0.43-0.65
-3.48-0.59-0.89
-0.000.000.00
Piso 18 125x25 46.45/48.65 Peso próprioCargas permanentesSobrecarga
96.0914.0121.02
-2.16-0.48-0.72
-3.79-0.64-0.97
-1.97-0.43-0.65
-3.45-0.59-0.88
-0.000.000.00
94.3714.0121.02
2.170.470.70
3.800.650.97
-1.97-0.43-0.65
-3.45-0.59-0.88
-0.000.000.00
Piso 17 125x25 43.65/45.85 Peso próprioCargas permanentesSobrecarga
111.9616.3224.49
-2.16-0.48-0.72
-3.75-0.64-0.96
-1.97-0.43-0.64
-3.41-0.58-0.87
-0.000.000.00
110.2416.3224.49
2.160.460.70
3.760.640.96
-1.97-0.43-0.64
-3.41-0.58-0.87
-0.000.000.00
Piso 16 125x25 40.85/43.05 Peso próprioCargas permanentesSobrecarga
127.8618.6427.96
-2.16-0.48-0.72
-3.70-0.63-0.94
-1.96-0.43-0.64
-3.37-0.57-0.86
-0.000.000.00
126.1418.6427.96
2.150.460.69
3.720.630.95
-1.96-0.43-0.64
-3.37-0.57-0.86
-0.000.000.00
Piso 15 125x25 38.05/40.25 Peso próprioCargas permanentesSobrecarga
143.8120.9731.45
-2.15-0.48-0.72
-3.65-0.62-0.93
-1.95-0.43-0.64
-3.33-0.57-0.85
-0.000.000.00
142.0920.9731.45
2.140.460.68
3.670.620.94
-1.95-0.43-0.64
-3.33-0.57-0.85
-0.000.000.00
Piso 14 125x25 35.25/37.45 Peso próprioCargas permanentesSobrecarga
159.8123.3034.95
-2.14-0.48-0.72
-3.59-0.61-0.92
-1.94-0.42-0.64
-3.28-0.56-0.83
-0.000.000.00
158.0923.3034.95
2.130.450.68
3.610.610.92
-1.94-0.42-0.64
-3.28-0.56-0.83
-0.000.000.00
Piso 13 125x25 32.45/34.65 Peso próprioCargas permanentesSobrecarga
175.8725.6438.46
-2.13-0.48-0.72
-3.53-0.60-0.90
-1.93-0.42-0.63
-3.22-0.55-0.82
-0.000.000.00
174.1525.6438.46
2.120.450.67
3.550.600.90
-1.93-0.42-0.63
-3.22-0.55-0.82
-0.000.000.00
Piso 12 125x25 29.65/31.85 Peso próprioCargas permanentesSobrecarga
191.9927.9941.99
-2.11-0.48-0.72
-3.46-0.59-0.88
-1.92-0.42-0.63
-3.16-0.54-0.80
-0.000.000.00
190.2727.9941.99
2.100.440.66
3.480.590.89
-1.92-0.42-0.63
-3.16-0.54-0.80
-0.000.000.00
Piso 11 125x25 26.85/29.05 Peso próprioCargas permanentesSobrecarga
208.1830.3545.53
-2.09-0.47-0.71
-3.38-0.57-0.86
-1.90-0.41-0.62
-3.09-0.52-0.79
-0.000.000.00
206.4630.3545.53
2.090.440.66
3.410.580.87
-1.90-0.41-0.62
-3.09-0.52-0.79
-0.000.000.00
Piso 10 125x25 24.05/26.25 Peso próprioCargas permanentesSobrecarga
224.4432.7349.09
-2.07-0.47-0.71
-3.30-0.56-0.84
-1.88-0.41-0.62
-3.01-0.51-0.77
-0.000.000.00
222.7232.7349.09
2.070.430.65
3.330.560.85
-1.88-0.41-0.62
-3.01-0.51-0.77
-0.000.000.00
Piso 9 125x25 21.25/23.45 Peso próprioCargas permanentesSobrecarga
240.7835.1152.67
-2.05-0.47-0.70
-3.21-0.54-0.82
-1.87-0.41-0.61
-2.93-0.50-0.75
-0.000.000.00
239.0635.1152.67
2.060.430.64
3.240.550.82
-1.87-0.41-0.61
-2.93-0.50-0.75
-0.000.000.00
Piso 8 125x25 18.45/20.65 Peso próprioCargas permanentesSobrecarga
257.2137.5156.27
-2.01-0.46-0.69
-3.12-0.53-0.79
-1.84-0.40-0.60
-2.85-0.48-0.72
-0.000.000.00
255.4937.5156.27
2.050.420.63
3.150.530.80
-1.84-0.40-0.60
-2.85-0.48-0.72
-0.000.000.00
Piso 7 125x25 15.65/17.85 Peso próprioCargas permanentesSobrecarga
273.7339.9259.89
-1.95-0.45-0.67
-3.01-0.51-0.76
-1.82-0.39-0.59
-2.75-0.46-0.70
-0.000.000.00
272.0139.9259.89
2.050.420.63
3.040.510.77
-1.82-0.39-0.59
-2.75-0.46-0.70
-0.000.000.00
Piso 6 125x25 12.85/15.05 Peso próprioCargas permanentesSobrecarga
290.3542.3563.53
-1.88-0.43-0.65
-2.92-0.49-0.74
-1.80-0.39-0.58
-2.66-0.45-0.67
-0.000.000.00
288.6342.3563.53
2.080.430.64
2.940.500.74
-1.80-0.39-0.58
-2.66-0.45-0.67
-0.000.000.00
Piso 5 125x25 10.05/12.25 Peso próprioCargas permanentesSobrecarga
307.1044.8067.20
-1.63-0.37-0.56
-2.69-0.45-0.68
-1.73-0.37-0.56
-2.49-0.42-0.63
-0.000.000.00
305.3844.8067.20
2.180.450.66
2.790.470.71
-1.73-0.37-0.56
-2.49-0.42-0.63
-0.000.000.00
Piso 4 125x25 7.25/9.45 Peso próprioCargas permanentesSobrecarga
323.9747.2670.89
-1.77-0.43-0.65
-3.14-0.54-0.80
-1.89-0.42-0.62
-2.71-0.46-0.69
-0.000.000.00
322.2547.2670.89
2.390.490.72
2.820.480.72
-1.89-0.42-0.62
-2.71-0.46-0.69
-0.000.000.00
Piso 3 125x25 4.45/6.65 Peso próprioCargas permanentesSobrecarga
341.2749.8074.69
1.360.430.54
0.200.090.10
-0.77-0.09-0.17
-0.72-0.09-0.16
0.000.000.00
339.5549.8074.69
3.050.630.92
1.780.290.44
-0.77-0.09-0.17
-0.72-0.09-0.16
0.000.000.00
Sub-Solo 125x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
356.9653.7079.81
-0.48-0.08-0.10
1.620.320.44
0.880.300.38
1.750.350.49
0.000.000.00
355.1253.7079.81
-2.55-0.77-1.01
-2.49-0.51-0.70
0.880.300.38
1.750.350.49
0.000.000.00
Fundação 125x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
360.7854.0080.18
-0.55-0.12-0.16
0.13-0.01-0.02
0.420.020.02
0.29-0.04-0.04
0.000.000.00
360.0054.0080.18
-0.97-0.14-0.18
-0.160.020.03
0.420.020.02
0.29-0.04-0.04
0.000.000.00
P15 Sub-Solo 30x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
23.375.657.55
-0.38-0.09-0.12
-0.29-0.08-0.10
-0.30-0.07-0.09
-0.27-0.07-0.09
0.000.000.00
22.935.657.55
0.310.080.10
0.340.090.12
-0.30-0.07-0.09
-0.27-0.07-0.09
0.000.000.00
Fundação 30x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
25.265.817.77
-0.18-0.03-0.03
0.110.030.04
-0.44-0.06-0.08
0.260.070.09
0.000.000.00
25.075.817.77
0.260.030.05
-0.15-0.04-0.05
-0.44-0.06-0.08
0.260.070.09
0.000.000.00
P16 Sub-Solo 20x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
4.170.841.10
-0.03-0.01-0.01
-0.50-0.09-0.12
-0.02-0.00-0.01
-0.35-0.07-0.09
0.000.000.00
3.880.841.10
0.010.000.00
0.320.070.10
-0.02-0.00-0.01
-0.35-0.07-0.09
0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 5
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Fundação 20x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
8.921.411.87
-0.04-0.01-0.01
-0.70-0.08-0.10
-0.08-0.03-0.03
-1.75-0.19-0.26
0.000.000.00
8.801.411.87
0.050.010.02
1.050.120.15
-0.08-0.03-0.03
-1.75-0.19-0.26
0.000.000.00
P17 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
9.512.082.81
-0.25-0.05-0.07
0.150.010.01
-0.17-0.04-0.05
0.110.000.01
0.000.000.00
9.072.082.81
0.150.040.05
-0.11-0.00-0.01
-0.17-0.04-0.05
0.110.000.01
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
13.792.553.46
-0.31-0.04-0.05
0.130.020.03
-0.76-0.09-0.12
0.330.050.07
0.000.000.00
13.612.553.46
0.450.050.07
-0.20-0.03-0.04
-0.76-0.09-0.12
0.330.050.07
0.000.000.00
P18 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
5.550.901.26
-0.04-0.01-0.01
0.250.030.05
-0.03-0.01-0.01
0.190.020.04
0.000.000.00
5.110.901.26
0.020.000.01
-0.21-0.03-0.04
-0.03-0.01-0.01
0.190.020.04
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
7.251.101.53
-0.02-0.01-0.01
0.160.020.03
-0.04-0.01-0.02
0.390.060.09
0.000.000.00
7.061.101.53
0.020.010.01
-0.23-0.03-0.05
-0.04-0.01-0.02
0.390.060.09
0.000.000.00
P19 Sub-Solo 25x50 1.50/4.25 Peso próprioCargas permanentesSobrecarga
4.451.011.35
-0.03-0.00-0.00
0.330.030.05
-0.010.000.00
0.260.030.04
0.000.000.00
3.591.011.35
-0.01-0.01-0.01
-0.38-0.04-0.06
-0.010.000.00
0.260.030.04
0.000.000.00
Fundação 25x50 0.00/1.00 Peso próprioCargas permanentesSobrecarga
7.461.331.80
-0.05-0.01-0.01
0.170.020.03
-0.10-0.01-0.01
0.450.060.09
0.000.000.00
7.151.331.80
0.050.000.01
-0.28-0.04-0.06
-0.10-0.01-0.01
0.450.060.09
0.000.000.00
P20 Sub-Solo 25x50 1.50/3.85 Peso próprioCargas permanentesSobrecarga
14.423.294.44
0.870.200.26
0.560.050.08
0.700.170.23
0.430.030.06
0.000.000.00
13.683.294.44
-0.77-0.20-0.27
-0.44-0.03-0.05
0.700.170.23
0.430.030.06
0.000.000.00
Fundação 25x50 0.00/1.00 Peso próprioCargas permanentesSobrecarga
19.583.865.23
0.550.040.06
0.260.040.06
1.380.110.15
0.670.120.17
0.000.000.00
19.273.865.23
-0.84-0.07-0.09
-0.41-0.07-0.10
1.380.110.15
0.670.120.17
0.000.000.00
P21 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
10.572.413.24
-0.33-0.07-0.09
-0.14-0.02-0.03
-0.23-0.05-0.07
-0.11-0.01-0.02
0.000.000.00
10.132.413.24
0.210.050.07
0.110.010.02
-0.23-0.05-0.07
-0.11-0.01-0.02
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
15.112.913.92
-0.42-0.05-0.07
-0.10-0.02-0.03
-1.03-0.12-0.16
-0.26-0.04-0.06
0.000.000.00
14.932.913.92
0.610.070.10
0.160.030.04
-1.03-0.12-0.16
-0.26-0.04-0.06
0.000.000.00
P22 Sub-Solo 25x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
4.690.801.11
-0.03-0.01-0.01
-0.20-0.03-0.05
-0.02-0.00-0.00
-0.16-0.02-0.04
0.000.000.00
4.250.801.11
0.010.000.00
0.180.030.04
-0.02-0.00-0.00
-0.16-0.02-0.04
0.000.000.00
Fundação 25x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
6.050.961.34
0.00-0.00-0.00
-0.12-0.02-0.03
0.01-0.01-0.01
-0.31-0.05-0.08
0.000.000.00
5.860.961.34
-0.010.000.00
0.190.030.05
0.01-0.01-0.01
-0.31-0.05-0.08
0.000.000.00
P23 Sub-Solo 25x50 1.50/4.25 Peso próprioCargas permanentesSobrecarga
4.471.041.39
-0.020.000.00
-0.25-0.04-0.06
-0.000.000.00
-0.21-0.03-0.05
0.000.000.00
3.611.041.39
-0.02-0.01-0.01
0.340.040.07
-0.000.000.00
-0.21-0.03-0.05
0.000.000.00
Fundação 25x50 0.00/1.00 Peso próprioCargas permanentesSobrecarga
7.581.371.83
-0.02-0.00-0.00
-0.14-0.02-0.03
-0.04-0.00-0.00
-0.42-0.06-0.08
0.000.000.00
7.261.371.83
0.02-0.00-0.00
0.280.040.05
-0.04-0.00-0.00
-0.42-0.06-0.08
0.000.000.00
P24 Sub-Solo 25x50 1.50/3.85 Peso próprioCargas permanentesSobrecarga
14.173.424.60
0.860.210.28
-0.37-0.04-0.06
0.700.180.24
-0.30-0.03-0.05
0.000.000.00
13.443.424.60
-0.79-0.21-0.28
0.340.020.05
0.700.180.24
-0.30-0.03-0.05
0.000.000.00
Fundação 25x50 0.00/1.00 Peso próprioCargas permanentesSobrecarga
18.953.945.31
0.440.030.04
-0.18-0.03-0.05
1.120.080.10
-0.55-0.10-0.14
0.000.000.00
18.643.945.31
-0.68-0.05-0.06
0.370.060.09
1.120.080.10
-0.55-0.10-0.14
0.000.000.00
P25 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
7.891.762.36
0.150.030.05
0.050.010.01
0.140.030.04
0.040.010.01
0.000.000.00
7.531.762.36
-0.18-0.04-0.05
-0.04-0.01-0.02
0.140.030.04
0.040.010.01
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
12.012.222.98
-0.06-0.01-0.02
0.020.000.00
-0.14-0.03-0.04
0.060.000.00
0.000.000.00
11.862.222.98
0.080.020.02
-0.03-0.00-0.00
-0.14-0.03-0.04
0.060.000.00
0.000.000.00
P26 Piso 23 40x35 60.45/62.65 Peso próprioCargas permanentesSobrecarga
7.330.921.38
0.450.150.23
2.430.380.58
0.320.110.16
1.760.280.42
-0.000.000.00
6.560.921.38
-0.26-0.09-0.13
-1.44-0.23-0.34
0.320.110.16
1.760.280.42
-0.000.000.00
Piso 22 40x35 57.65/59.85 Peso próprioCargas permanentesSobrecarga
14.421.912.87
0.420.150.23
2.680.420.63
0.380.140.21
2.450.390.58
-0.000.000.00
13.651.912.87
-0.40-0.15-0.22
-2.71-0.43-0.64
0.380.140.21
2.450.390.58
-0.000.000.00
Piso 21 40x35 54.85/57.05 Peso próprioCargas permanentesSobrecarga
21.522.914.36
0.420.150.22
2.640.420.62
0.380.130.20
2.400.380.57
-0.000.000.00
20.752.914.36
-0.42-0.15-0.22
-2.64-0.42-0.63
0.380.130.20
2.400.380.57
-0.000.000.00
Piso 20 40x35 52.05/54.25 Peso próprioCargas permanentesSobrecarga
28.613.895.84
0.400.140.21
2.630.410.62
0.360.130.20
2.390.380.57
-0.000.000.00
27.843.895.84
-0.40-0.14-0.21
-2.63-0.41-0.62
0.360.130.20
2.390.380.57
-0.000.000.00
Piso 19 40x35 49.25/51.45 Peso próprioCargas permanentesSobrecarga
35.694.877.31
0.390.140.21
2.610.410.62
0.360.130.19
2.370.370.56
-0.000.000.00
34.924.877.31
-0.39-0.14-0.21
-2.61-0.41-0.62
0.360.130.19
2.370.370.56
-0.000.000.00
Piso 18 40x35 46.45/48.65 Peso próprioCargas permanentesSobrecarga
42.785.858.78
0.390.140.21
2.580.410.61
0.350.130.19
2.350.370.56
-0.000.000.00
42.015.858.78
-0.39-0.14-0.21
-2.59-0.41-0.61
0.350.130.19
2.350.370.56
-0.000.000.00
Piso 17 40x35 43.65/45.85 Peso próprioCargas permanentesSobrecarga
49.886.83
10.24
0.380.140.20
2.550.400.60
0.340.120.19
2.330.370.55
-0.000.000.00
49.116.83
10.24
-0.38-0.14-0.21
-2.56-0.40-0.60
0.340.120.19
2.330.370.55
-0.000.000.00
Piso 16 40x35 40.85/43.05 Peso próprioCargas permanentesSobrecarga
56.997.81
11.71
0.370.130.20
2.520.400.59
0.340.120.18
2.290.360.54
-0.000.000.00
56.227.81
11.71
-0.37-0.14-0.20
-2.53-0.40-0.60
0.340.120.18
2.290.360.54
-0.000.000.00
Piso 15 40x35 38.05/40.25 Peso próprioCargas permanentesSobrecarga
64.138.79
13.18
0.360.130.20
2.480.390.58
0.330.120.18
2.260.350.53
-0.000.000.00
63.368.79
13.18
-0.36-0.13-0.20
-2.49-0.39-0.59
0.330.120.18
2.260.350.53
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 6
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 14 40x35 35.25/37.45 Peso próprioCargas permanentesSobrecarga
71.289.77
14.65
0.350.130.19
2.440.380.57
0.320.120.18
2.220.350.52
-0.000.000.00
70.519.77
14.65
-0.36-0.13-0.20
-2.45-0.38-0.58
0.320.120.18
2.220.350.52
-0.000.000.00
Piso 13 40x35 32.45/34.65 Peso próprioCargas permanentesSobrecarga
78.4610.7516.12
0.340.120.19
2.390.370.56
0.310.110.17
2.180.340.51
-0.000.000.00
77.6910.7516.12
-0.34-0.13-0.19
-2.40-0.38-0.56
0.310.110.17
2.180.340.51
-0.000.000.00
Piso 12 40x35 29.65/31.85 Peso próprioCargas permanentesSobrecarga
85.6611.7217.59
0.330.120.18
2.340.370.55
0.300.110.17
2.130.330.50
-0.000.000.00
84.8911.7217.59
-0.33-0.12-0.19
-2.35-0.37-0.55
0.300.110.17
2.130.330.50
-0.000.000.00
Piso 11 40x35 26.85/29.05 Peso próprioCargas permanentesSobrecarga
92.8812.7019.06
0.320.120.18
2.280.360.53
0.290.110.16
2.080.320.49
-0.000.000.00
92.1112.7019.06
-0.32-0.12-0.18
-2.29-0.36-0.54
0.290.110.16
2.080.320.49
-0.000.000.00
Piso 10 40x35 24.05/26.25 Peso próprioCargas permanentesSobrecarga
100.1313.6820.52
0.300.110.17
2.220.350.52
0.270.100.15
2.020.320.47
-0.000.000.00
99.3613.6820.52
-0.30-0.11-0.17
-2.23-0.35-0.52
0.270.100.15
2.020.320.47
-0.000.000.00
Piso 9 40x35 21.25/23.45 Peso próprioCargas permanentesSobrecarga
107.4114.6521.98
0.280.110.16
2.150.330.50
0.260.100.15
1.960.310.46
-0.000.000.00
106.6414.6521.98
-0.29-0.11-0.16
-2.16-0.34-0.51
0.260.100.15
1.960.310.46
-0.000.000.00
Piso 8 40x35 18.45/20.65 Peso próprioCargas permanentesSobrecarga
114.7115.6223.44
0.260.100.15
2.070.320.48
0.240.090.14
1.890.290.44
-0.000.000.00
113.9415.6223.44
-0.27-0.10-0.16
-2.09-0.33-0.49
0.240.090.14
1.890.290.44
-0.000.000.00
Piso 7 40x35 15.65/17.85 Peso próprioCargas permanentesSobrecarga
122.0316.5924.89
0.240.090.14
2.000.310.46
0.220.080.13
1.820.280.42
-0.000.000.00
121.2616.5924.89
-0.24-0.10-0.14
-2.01-0.31-0.47
0.220.080.13
1.820.280.42
-0.000.000.00
Piso 6 40x35 12.85/15.05 Peso próprioCargas permanentesSobrecarga
129.3617.5426.32
0.210.080.12
1.910.300.44
0.190.080.11
1.750.270.41
-0.000.000.00
128.5917.5426.32
-0.21-0.09-0.13
-1.93-0.30-0.45
0.190.080.11
1.750.270.41
-0.000.000.00
Piso 5 40x35 10.05/12.25 Peso próprioCargas permanentesSobrecarga
136.6818.4827.73
0.160.070.10
1.800.270.41
0.150.060.10
1.650.250.38
-0.000.000.00
135.9118.4827.73
-0.16-0.07-0.11
-1.84-0.28-0.42
0.150.060.10
1.650.250.38
-0.000.000.00
Piso 4 40x35 7.25/9.45 Peso próprioCargas permanentesSobrecarga
143.9119.3929.10
0.110.060.09
1.910.300.45
0.090.050.08
1.690.260.39
-0.000.000.00
143.1419.3929.10
-0.09-0.06-0.09
-1.82-0.28-0.41
0.090.050.08
1.690.260.39
-0.000.000.00
Piso 3 40x35 4.45/6.65 Peso próprioCargas permanentesSobrecarga
151.0920.2630.42
-0.17-0.03-0.03
0.310.000.02
-0.13-0.01-0.01
0.710.080.13
0.000.000.00
150.3220.2630.42
0.12-0.01-0.02
-1.25-0.17-0.27
-0.13-0.01-0.01
0.710.080.13
0.000.000.00
Sub-Solo 40x35 1.50/3.85 Peso próprioCargas permanentesSobrecarga
156.4821.8732.52
-0.20-0.05-0.06
-0.68-0.14-0.19
-0.18-0.05-0.06
-0.71-0.15-0.21
0.000.000.00
155.6621.8732.52
0.210.070.09
0.980.210.29
-0.18-0.05-0.06
-0.71-0.15-0.21
0.000.000.00
Fundação 40x35 0.00/1.00 Peso próprioCargas permanentesSobrecarga
159.1922.1432.87
-0.020.010.01
-0.23-0.02-0.02
-0.010.030.04
-0.61-0.04-0.06
0.000.000.00
158.8422.1432.87
-0.01-0.02-0.03
0.380.020.04
-0.010.030.04
-0.61-0.04-0.06
0.000.000.00
P27 Piso 23 135x30 60.45/62.65 Peso próprioCargas permanentesSobrecarga
22.003.244.85
13.522.273.41
-1.53-0.35-0.52
11.831.992.99
-1.13-0.25-0.38
-0.000.000.00
19.783.244.85
-12.50-2.11-3.17
0.960.210.32
11.831.992.99
-1.13-0.25-0.38
-0.000.000.00
Piso 22 135x30 57.65/59.85 Peso próprioCargas permanentesSobrecarga
42.606.129.18
7.821.301.95
-1.45-0.33-0.50
6.030.991.49
-1.31-0.30-0.45
-0.000.000.00
40.376.129.18
-5.45-0.89-1.33
1.430.330.50
6.030.991.49
-1.31-0.30-0.45
-0.000.000.00
Piso 21 135x30 54.85/57.05 Peso próprioCargas permanentesSobrecarga
63.249.02
13.53
8.771.462.19
-1.43-0.33-0.49
8.171.362.04
-1.30-0.30-0.45
-0.000.000.00
61.019.02
13.53
-9.19-1.53-2.30
1.430.330.49
8.171.362.04
-1.30-0.30-0.45
-0.000.000.00
Piso 20 135x30 52.05/54.25 Peso próprioCargas permanentesSobrecarga
83.9111.9317.89
8.571.422.14
-1.41-0.32-0.48
7.751.291.93
-1.28-0.29-0.44
-0.000.000.00
81.6811.9317.89
-8.49-1.41-2.12
1.410.320.48
7.751.291.93
-1.28-0.29-0.44
-0.000.000.00
Piso 19 135x30 49.25/51.45 Peso próprioCargas permanentesSobrecarga
104.6214.8522.27
8.541.422.13
-1.40-0.32-0.48
7.761.291.94
-1.27-0.29-0.43
-0.000.000.00
102.3914.8522.27
-8.54-1.42-2.13
1.400.320.48
7.761.291.94
-1.27-0.29-0.43
-0.000.000.00
Piso 18 135x30 46.45/48.65 Peso próprioCargas permanentesSobrecarga
125.3817.7826.66
8.471.412.11
-1.39-0.32-0.47
7.691.281.92
-1.27-0.29-0.43
-0.000.000.00
123.1517.7826.66
-8.45-1.41-2.11
1.390.320.47
7.691.281.92
-1.27-0.29-0.43
-0.000.000.00
Piso 17 135x30 43.65/45.85 Peso próprioCargas permanentesSobrecarga
146.2020.7231.07
8.381.392.09
-1.38-0.31-0.47
7.611.271.90
-1.26-0.29-0.43
-0.000.000.00
143.9720.7231.07
-8.37-1.39-2.09
1.390.310.47
7.611.271.90
-1.26-0.29-0.43
-0.000.000.00
Piso 16 135x30 40.85/43.05 Peso próprioCargas permanentesSobrecarga
167.0823.6835.51
8.291.382.07
-1.37-0.31-0.47
7.521.251.88
-1.25-0.28-0.42
-0.000.000.00
164.8523.6835.51
-8.27-1.38-2.07
1.380.310.47
7.521.251.88
-1.25-0.28-0.42
-0.000.000.00
Piso 15 135x30 38.05/40.25 Peso próprioCargas permanentesSobrecarga
188.0326.6539.97
8.181.362.04
-1.37-0.31-0.46
7.421.241.85
-1.24-0.28-0.42
-0.000.000.00
185.8126.6539.97
-8.15-1.36-2.04
1.370.310.47
7.421.241.85
-1.24-0.28-0.42
-0.000.000.00
Piso 14 135x30 35.25/37.45 Peso próprioCargas permanentesSobrecarga
209.0829.6444.45
8.061.342.01
-1.35-0.31-0.46
7.311.221.83
-1.23-0.28-0.42
-0.000.000.00
206.8529.6444.45
-8.03-1.34-2.01
1.360.310.46
7.311.221.83
-1.23-0.28-0.42
-0.000.000.00
Piso 13 135x30 32.45/34.65 Peso próprioCargas permanentesSobrecarga
230.2132.6548.97
7.921.321.98
-1.34-0.30-0.45
7.191.201.80
-1.22-0.28-0.41
-0.000.000.00
227.9832.6548.97
-7.89-1.32-1.97
1.350.310.46
7.191.201.80
-1.22-0.28-0.41
-0.000.000.00
Piso 12 135x30 29.65/31.85 Peso próprioCargas permanentesSobrecarga
251.4535.6953.52
7.771.291.94
-1.33-0.30-0.45
7.051.171.76
-1.21-0.27-0.41
-0.000.000.00
249.2235.6953.52
-7.74-1.29-1.94
1.340.300.45
7.051.171.76
-1.21-0.27-0.41
-0.000.000.00
Piso 11 135x30 26.85/29.05 Peso próprioCargas permanentesSobrecarga
272.8138.7658.12
7.611.271.90
-1.32-0.30-0.44
6.901.151.73
-1.20-0.27-0.41
-0.000.000.00
270.5838.7658.12
-7.57-1.26-1.90
1.320.300.45
6.901.151.73
-1.20-0.27-0.41
-0.000.000.00
Piso 10 135x30 24.05/26.25 Peso próprioCargas permanentesSobrecarga
294.3041.8562.76
7.431.241.86
-1.30-0.29-0.44
6.741.121.69
-1.19-0.27-0.40
-0.000.000.00
292.0741.8562.76
-7.39-1.24-1.85
1.310.300.44
6.741.121.69
-1.19-0.27-0.40
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 7
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 9 135x30 21.25/23.45 Peso próprioCargas permanentesSobrecarga
315.9344.9867.45
7.241.211.81
-1.28-0.29-0.43
6.561.101.64
-1.17-0.26-0.39
-0.000.000.00
313.7044.9867.45
-7.20-1.20-1.81
1.290.290.44
6.561.101.64
-1.17-0.26-0.39
-0.000.000.00
Piso 8 135x30 18.45/20.65 Peso próprioCargas permanentesSobrecarga
337.7248.1472.19
7.031.171.76
-1.26-0.28-0.42
6.381.071.60
-1.15-0.26-0.39
-0.000.000.00
335.4948.1472.19
-6.99-1.17-1.76
1.270.290.43
6.381.071.60
-1.15-0.26-0.39
-0.000.000.00
Piso 7 135x30 15.65/17.85 Peso próprioCargas permanentesSobrecarga
359.6951.3577.00
6.811.141.71
-1.24-0.27-0.41
6.171.031.55
-1.13-0.25-0.38
-0.000.000.00
357.4651.3577.00
-6.77-1.13-1.70
1.240.280.42
6.171.031.55
-1.13-0.25-0.38
-0.000.000.00
Piso 6 135x30 12.85/15.05 Peso próprioCargas permanentesSobrecarga
381.8554.6181.88
6.581.111.67
-1.21-0.27-0.40
5.961.001.50
-1.10-0.24-0.37
-0.000.000.00
379.6254.6181.88
-6.54-1.09-1.64
1.210.270.41
5.961.001.50
-1.10-0.24-0.37
-0.000.000.00
Piso 5 135x30 10.05/12.25 Peso próprioCargas permanentesSobrecarga
404.2457.9386.85
6.141.031.54
-1.14-0.25-0.38
5.670.951.42
-1.04-0.23-0.35
-0.000.000.00
402.0157.9386.85
-6.34-1.05-1.58
1.140.260.39
5.670.951.42
-1.04-0.23-0.35
-0.000.000.00
Piso 4 135x30 7.25/9.45 Peso próprioCargas permanentesSobrecarga
426.8661.3191.91
6.711.291.92
-1.12-0.23-0.36
5.811.031.54
-0.98-0.21-0.33
-0.000.000.00
424.6461.3191.91
-6.07-0.98-1.47
1.050.240.36
5.811.031.54
-0.98-0.21-0.33
-0.000.000.00
Piso 3 135x30 4.45/6.65 Peso próprioCargas permanentesSobrecarga
450.0764.8197.15
0.17-0.28-0.36
-0.58-0.20-0.29
3.100.350.55
-0.59-0.18-0.27
0.000.000.00
447.8464.8197.15
-6.66-1.05-1.57
0.720.190.29
3.100.350.55
-0.59-0.18-0.27
0.000.000.00
Sub-Solo 135x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
460.4667.12
100.19
-1.42-0.48-0.68
-0.04-0.07-0.09
-2.59-0.69-0.97
-0.10-0.08-0.11
0.000.000.00
458.0867.12
100.19
4.671.141.60
0.190.130.17
-2.59-0.69-0.97
-0.10-0.08-0.11
0.000.000.00
Fundação 135x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
464.7267.42
100.57
0.25-0.01-0.02
-0.090.000.00
-0.050.140.19
-0.300.00
-0.00
0.000.000.00
463.7167.42
100.57
0.30-0.16-0.22
0.200.000.01
-0.050.140.19
-0.300.00
-0.00
0.000.000.00
P28 Piso 23 125x25 60.45/62.65 Peso próprioCargas permanentesSobrecarga
17.492.583.87
-2.79-0.60-0.91
3.710.640.96
-2.68-0.59-0.88
2.720.470.70
-0.000.000.00
15.772.583.87
3.100.691.03
-2.28-0.39-0.59
-2.68-0.59-0.88
2.720.470.70
-0.000.000.00
Piso 22 125x25 57.65/59.85 Peso próprioCargas permanentesSobrecarga
33.424.907.35
-1.84-0.41-0.62
3.970.681.02
-1.59-0.36-0.54
3.630.620.94
-0.000.000.00
31.704.907.35
1.650.380.57
-4.01-0.69-1.03
-1.59-0.36-0.54
3.630.620.94
-0.000.000.00
Piso 21 125x25 54.85/57.05 Peso próprioCargas permanentesSobrecarga
49.397.23
10.84
-2.14-0.48-0.72
3.900.671.01
-2.05-0.46-0.68
3.550.610.92
-0.000.000.00
47.687.23
10.84
2.370.520.79
-3.90-0.67-1.01
-2.05-0.46-0.68
3.550.610.92
-0.000.000.00
Piso 20 125x25 52.05/54.25 Peso próprioCargas permanentesSobrecarga
65.409.56
14.34
-2.13-0.48-0.72
3.890.671.00
-1.95-0.44-0.65
3.540.610.91
-0.000.000.00
63.689.56
14.34
2.170.480.72
-3.90-0.67-1.01
-1.95-0.44-0.65
3.540.610.91
-0.000.000.00
Piso 19 125x25 49.25/51.45 Peso próprioCargas permanentesSobrecarga
81.4411.9017.85
-2.15-0.48-0.73
3.860.661.00
-1.97-0.44-0.66
3.510.600.91
-0.000.000.00
79.7211.9017.85
2.180.480.72
-3.87-0.67-1.00
-1.97-0.44-0.66
3.510.600.91
-0.000.000.00
Piso 18 125x25 46.45/48.65 Peso próprioCargas permanentesSobrecarga
97.5014.2421.36
-2.15-0.48-0.73
3.820.660.99
-1.96-0.44-0.65
3.480.600.90
-0.000.000.00
95.7914.2421.36
2.160.470.71
-3.83-0.66-0.99
-1.96-0.44-0.65
3.480.600.90
-0.000.000.00
Piso 17 125x25 43.65/45.85 Peso próprioCargas permanentesSobrecarga
113.6116.5924.89
-2.15-0.49-0.73
3.780.650.98
-1.95-0.43-0.65
3.440.590.89
-0.000.000.00
111.8916.5924.89
2.150.470.70
-3.79-0.65-0.98
-1.95-0.43-0.65
3.440.590.89
-0.000.000.00
Piso 16 125x25 40.85/43.05 Peso próprioCargas permanentesSobrecarga
129.7518.9528.42
-2.14-0.48-0.73
3.740.640.96
-1.95-0.43-0.65
3.400.580.88
-0.000.000.00
128.0318.9528.42
2.140.470.70
-3.75-0.64-0.97
-1.95-0.43-0.65
3.400.580.88
-0.000.000.00
Piso 15 125x25 38.05/40.25 Peso próprioCargas permanentesSobrecarga
145.9421.3131.97
-2.13-0.48-0.73
3.680.630.95
-1.94-0.43-0.65
3.350.580.86
-0.000.000.00
144.2221.3131.97
2.130.460.69
-3.70-0.64-0.95
-1.94-0.43-0.65
3.350.580.86
-0.000.000.00
Piso 14 125x25 35.25/37.45 Peso próprioCargas permanentesSobrecarga
162.1823.6835.52
-2.12-0.48-0.73
3.620.620.93
-1.93-0.43-0.64
3.300.570.85
-0.000.000.00
160.4623.6835.52
2.120.460.69
-3.64-0.63-0.94
-1.93-0.43-0.64
3.300.570.85
-0.000.000.00
Piso 13 125x25 32.45/34.65 Peso próprioCargas permanentesSobrecarga
178.4726.0639.09
-2.11-0.48-0.72
3.560.610.92
-1.92-0.43-0.64
3.240.560.83
-0.000.000.00
176.7526.0639.09
2.110.460.68
-3.57-0.61-0.92
-1.92-0.43-0.64
3.240.560.83
-0.000.000.00
Piso 12 125x25 29.65/31.85 Peso próprioCargas permanentesSobrecarga
194.8328.4542.68
-2.10-0.48-0.72
3.480.600.90
-1.91-0.42-0.64
3.180.550.82
-0.000.000.00
193.1128.4542.68
2.100.450.68
-3.50-0.60-0.90
-1.91-0.42-0.64
3.180.550.82
-0.000.000.00
Piso 11 125x25 26.85/29.05 Peso próprioCargas permanentesSobrecarga
211.2530.8546.28
-2.09-0.48-0.72
3.400.580.88
-1.90-0.42-0.63
3.100.530.80
-0.000.000.00
209.5330.8546.28
2.090.450.67
-3.42-0.59-0.88
-1.90-0.42-0.63
3.100.530.80
-0.000.000.00
Piso 10 125x25 24.05/26.25 Peso próprioCargas permanentesSobrecarga
227.7433.2649.89
-2.07-0.47-0.71
3.320.570.85
-1.88-0.42-0.62
3.030.520.78
-0.000.000.00
226.0233.2649.89
2.070.440.66
-3.34-0.57-0.86
-1.88-0.42-0.62
3.030.520.78
-0.000.000.00
Piso 9 125x25 21.25/23.45 Peso próprioCargas permanentesSobrecarga
244.3135.6853.53
-2.05-0.47-0.71
3.230.550.83
-1.87-0.41-0.62
2.940.500.76
-0.000.000.00
242.5935.6853.53
2.060.430.65
-3.25-0.56-0.84
-1.87-0.41-0.62
2.940.500.76
-0.000.000.00
Piso 8 125x25 18.45/20.65 Peso próprioCargas permanentesSobrecarga
260.9638.1157.18
-2.02-0.47-0.70
3.130.540.80
-1.85-0.41-0.61
2.850.490.73
-0.000.000.00
259.2438.1157.18
2.050.430.64
-3.15-0.54-0.81
-1.85-0.41-0.61
2.850.490.73
-0.000.000.00
Piso 7 125x25 15.65/17.85 Peso próprioCargas permanentesSobrecarga
277.7040.5660.85
-1.97-0.46-0.69
3.020.520.77
-1.82-0.40-0.60
2.760.470.71
-0.000.000.00
275.9840.5660.85
2.050.420.64
-3.04-0.52-0.78
-1.82-0.40-0.60
2.760.470.71
-0.000.000.00
Piso 6 125x25 12.85/15.05 Peso próprioCargas permanentesSobrecarga
294.5443.0264.54
-1.91-0.45-0.67
2.920.500.75
-1.81-0.39-0.59
2.660.460.68
-0.000.000.00
292.8243.0264.54
2.070.420.63
-2.94-0.50-0.75
-1.81-0.39-0.59
2.660.460.68
-0.000.000.00
Piso 5 125x25 10.05/12.25 Peso próprioCargas permanentesSobrecarga
311.4945.5068.25
-1.66-0.39-0.60
2.710.460.69
-1.73-0.37-0.56
2.500.430.64
-0.000.000.00
309.7845.5068.25
2.150.430.64
-2.80-0.48-0.72
-1.73-0.37-0.56
2.500.430.64
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 8
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 4 125x25 7.25/9.45 Peso próprioCargas permanentesSobrecarga
328.5347.9871.99
-1.88-0.49-0.73
3.110.540.81
-1.92-0.43-0.63
2.700.470.69
-0.000.000.00
326.8147.9871.99
2.350.450.67
-2.83-0.48-0.72
-1.92-0.43-0.63
2.700.470.69
-0.000.000.00
Piso 3 125x25 4.45/6.65 Peso próprioCargas permanentesSobrecarga
346.0350.5375.80
1.790.450.56
-0.03-0.04-0.03
-0.53-0.05-0.12
0.830.120.20
0.000.000.00
344.3150.5375.80
2.950.560.82
-1.86-0.31-0.48
-0.53-0.05-0.12
0.830.120.20
0.000.000.00
Sub-Solo 125x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
364.2654.7181.30
0.400.140.19
-1.46-0.27-0.38
1.860.430.56
-1.61-0.31-0.43
0.000.000.00
362.4254.7181.30
-3.96-0.86-1.12
2.320.450.62
1.860.430.56
-1.61-0.31-0.43
0.000.000.00
Fundação 125x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
368.4455.0581.73
-0.35-0.06-0.08
-0.060.020.02
0.14-0.06-0.09
-0.180.040.05
0.000.000.00
367.6655.0581.73
-0.49-0.000.01
0.12-0.02-0.03
0.14-0.06-0.09
-0.180.040.05
0.000.000.00
P29 Sub-Solo 30x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
25.685.567.44
-0.40-0.08-0.11
0.480.120.16
-0.32-0.06-0.09
0.340.090.12
0.000.000.00
25.245.567.44
0.340.070.10
-0.32-0.10-0.14
-0.32-0.06-0.09
0.340.090.12
0.000.000.00
Fundação 30x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
30.486.078.12
-0.18-0.02-0.03
0.590.060.08
-0.44-0.06-0.08
1.450.150.19
0.000.000.00
30.306.078.12
0.260.030.05
-0.87-0.09-0.11
-0.44-0.06-0.08
1.450.150.19
0.000.000.00
P30 Sub-Solo 20x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
3.530.801.06
-0.03-0.01-0.01
0.510.100.13
-0.01-0.00-0.00
0.360.080.10
0.000.000.00
3.240.801.06
0.010.000.00
-0.34-0.08-0.11
-0.01-0.00-0.00
0.360.080.10
0.000.000.00
Fundação 20x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
8.021.341.77
-0.05-0.01-0.01
0.670.070.10
-0.12-0.03-0.04
1.660.180.24
0.000.000.00
7.901.341.77
0.070.020.02
-0.99-0.11-0.14
-0.12-0.03-0.04
1.660.180.24
0.000.000.00
P31 Piso 23 135x30 60.45/62.65 Peso próprioCargas permanentesSobrecarga
10.311.111.66
4.570.771.16
3.710.600.90
3.750.610.91
2.860.460.69
-0.000.000.00
8.091.111.66
-3.67-0.56-0.84
-2.58-0.41-0.62
3.750.610.91
2.860.460.69
-0.000.000.00
Piso 22 135x30 57.65/59.85 Peso próprioCargas permanentesSobrecarga
22.242.473.70
2.120.320.49
3.350.540.81
1.270.170.25
3.020.490.73
-0.000.000.00
20.012.473.70
-0.69-0.05-0.07
-3.29-0.53-0.80
1.270.170.25
3.020.490.73
-0.000.000.00
Piso 21 135x30 54.85/57.05 Peso próprioCargas permanentesSobrecarga
34.053.815.71
2.400.360.54
3.420.550.82
2.170.330.49
3.110.500.75
-0.000.000.00
31.823.815.71
-2.38-0.35-0.53
-3.44-0.55-0.83
2.170.330.49
3.110.500.75
-0.000.000.00
Piso 20 135x30 52.05/54.25 Peso próprioCargas permanentesSobrecarga
45.835.147.71
2.280.340.51
3.360.540.81
2.020.300.45
3.060.490.74
-0.000.000.00
43.605.147.71
-2.17-0.32-0.49
-3.37-0.54-0.81
2.020.300.45
3.060.490.74
-0.000.000.00
Piso 19 135x30 49.25/51.45 Peso próprioCargas permanentesSobrecarga
57.576.469.70
2.280.330.50
3.330.530.80
2.060.310.46
3.030.490.73
-0.000.000.00
55.346.469.70
-2.25-0.34-0.51
-3.34-0.54-0.80
2.060.310.46
3.030.490.73
-0.000.000.00
Piso 18 135x30 46.45/48.65 Peso próprioCargas permanentesSobrecarga
69.257.78
11.67
2.270.330.50
3.270.530.79
2.050.310.46
2.980.480.72
-0.000.000.00
67.037.78
11.67
-2.25-0.35-0.52
-3.29-0.53-0.79
2.050.310.46
2.980.480.72
-0.000.000.00
Piso 17 135x30 43.65/45.85 Peso próprioCargas permanentesSobrecarga
80.899.09
13.64
2.270.330.49
3.220.520.77
2.060.310.46
2.930.470.70
-0.000.000.00
78.669.09
13.64
-2.26-0.35-0.53
-3.23-0.52-0.78
2.060.310.46
2.930.470.70
-0.000.000.00
Piso 16 135x30 40.85/43.05 Peso próprioCargas permanentesSobrecarga
92.4510.3915.58
2.270.330.49
3.150.500.76
2.060.310.46
2.870.460.69
-0.000.000.00
90.2210.3915.58
-2.26-0.35-0.53
-3.16-0.51-0.76
2.060.310.46
2.870.460.69
-0.000.000.00
Piso 15 135x30 38.05/40.25 Peso próprioCargas permanentesSobrecarga
103.9511.6717.51
2.270.330.49
3.070.490.74
2.060.310.47
2.800.450.67
-0.000.000.00
101.7211.6717.51
-2.26-0.36-0.53
-3.09-0.49-0.74
2.060.310.47
2.800.450.67
-0.000.000.00
Piso 14 135x30 35.25/37.45 Peso próprioCargas permanentesSobrecarga
115.3512.9419.42
2.270.330.49
2.980.480.71
2.060.310.47
2.720.430.65
-0.000.000.00
113.1312.9419.42
-2.27-0.36-0.54
-3.00-0.48-0.72
2.060.310.47
2.720.430.65
-0.000.000.00
Piso 13 135x30 32.45/34.65 Peso próprioCargas permanentesSobrecarga
126.6714.2021.31
2.270.320.49
2.890.460.69
2.060.310.47
2.630.420.63
-0.000.000.00
124.4414.2021.31
-2.27-0.36-0.54
-2.91-0.46-0.70
2.060.310.47
2.630.420.63
-0.000.000.00
Piso 12 135x30 29.65/31.85 Peso próprioCargas permanentesSobrecarga
137.8915.4423.17
2.270.320.49
2.780.440.66
2.070.310.47
2.540.400.61
-0.000.000.00
135.6615.4423.17
-2.27-0.37-0.55
-2.80-0.45-0.67
2.070.310.47
2.540.400.61
-0.000.000.00
Piso 11 135x30 26.85/29.05 Peso próprioCargas permanentesSobrecarga
148.9916.6625.00
2.280.320.48
2.660.420.63
2.070.310.47
2.430.390.58
-0.000.000.00
146.7616.6625.00
-2.28-0.37-0.55
-2.69-0.43-0.64
2.070.310.47
2.430.390.58
-0.000.000.00
Piso 10 135x30 24.05/26.25 Peso próprioCargas permanentesSobrecarga
159.9717.8626.80
2.280.320.48
2.540.400.60
2.070.320.47
2.320.370.55
-0.000.000.00
157.7417.8626.80
-2.28-0.37-0.56
-2.57-0.41-0.61
2.070.320.47
2.320.370.55
-0.000.000.00
Piso 9 135x30 21.25/23.45 Peso próprioCargas permanentesSobrecarga
170.8219.0428.57
2.290.320.48
2.400.380.57
2.080.320.48
2.200.350.52
-0.000.000.00
168.5919.0428.57
-2.28-0.38-0.57
-2.43-0.38-0.57
2.080.320.48
2.200.350.52
-0.000.000.00
Piso 8 135x30 18.45/20.65 Peso próprioCargas permanentesSobrecarga
181.5220.2030.31
2.300.320.48
2.260.350.53
2.080.320.48
2.070.320.49
-0.000.000.00
179.2920.2030.31
-2.28-0.38-0.57
-2.29-0.36-0.54
2.080.320.48
2.070.320.49
-0.000.000.00
Piso 7 135x30 15.65/17.85 Peso próprioCargas permanentesSobrecarga
192.0621.3332.01
2.330.320.48
2.090.330.49
2.080.320.48
1.920.300.45
-0.000.000.00
189.8321.3332.01
-2.26-0.39-0.58
-2.13-0.33-0.50
2.080.320.48
1.920.300.45
-0.000.000.00
Piso 6 135x30 12.85/15.05 Peso próprioCargas permanentesSobrecarga
202.4422.4433.67
2.460.340.50
1.960.300.45
2.120.330.49
1.790.280.41
-0.000.000.00
200.2122.4433.67
-2.20-0.39-0.58
-1.97-0.30-0.46
2.120.330.49
1.790.280.41
-0.000.000.00
Piso 5 135x30 10.05/12.25 Peso próprioCargas permanentesSobrecarga
212.6123.5135.28
2.360.320.48
1.600.250.38
2.020.320.48
1.530.240.36
-0.000.000.00
210.3823.5135.28
-2.08-0.38-0.57
-1.77-0.27-0.41
2.020.320.48
1.530.240.36
-0.000.000.00
Piso 4 135x30 7.25/9.45 Peso próprioCargas permanentesSobrecarga
222.6224.5636.85
4.370.580.84
2.200.300.43
2.730.420.62
1.790.250.37
-0.000.000.00
220.3924.5636.85
-1.64-0.34-0.51
-1.73-0.25-0.38
2.730.420.62
1.790.250.37
-0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 9
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
Piso 3 135x30 4.45/6.65 Peso próprioCargas permanentesSobrecarga
232.0525.5238.30
-3.11-0.40-0.50
-1.48-0.08-0.08
-0.76-0.04-0.01
-0.270.030.06
0.000.000.00
229.8325.5238.30
-1.44-0.31-0.48
-0.90-0.14-0.22
-0.76-0.04-0.01
-0.270.030.06
0.000.000.00
Sub-Solo 135x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
271.9532.2447.27
-4.03-0.45-0.59
-2.17-0.20-0.26
-3.71-0.51-0.68
-2.54-0.23-0.29
0.000.000.00
269.5732.2447.27
4.680.751.00
3.800.330.43
-3.71-0.51-0.68
-2.54-0.23-0.29
0.000.000.00
Fundação 135x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
279.8333.0048.29
-0.31-0.03-0.03
0.620.050.07
-1.02-0.14-0.18
1.540.140.18
0.000.000.00
278.8233.0048.29
0.710.110.15
-0.92-0.08-0.11
-1.02-0.14-0.18
1.540.140.18
0.000.000.00
P32 Piso 23 135x30 60.45/62.65 Peso próprioCargas permanentesSobrecarga
9.711.071.61
-2.37-0.33-0.49
3.950.681.01
-2.53-0.39-0.59
3.040.520.78
-0.000.000.00
7.491.071.61
3.200.530.80
-2.75-0.47-0.71
-2.53-0.39-0.59
3.040.520.78
-0.000.000.00
Piso 22 135x30 57.65/59.85 Peso próprioCargas permanentesSobrecarga
21.052.433.65
-1.53-0.25-0.38
3.560.610.91
-1.36-0.25-0.37
3.200.550.82
-0.000.000.00
18.822.433.65
1.470.290.44
-3.48-0.60-0.89
-1.36-0.25-0.37
3.200.550.82
-0.000.000.00
Piso 21 135x30 54.85/57.05 Peso próprioCargas permanentesSobrecarga
32.393.795.69
-1.83-0.31-0.46
3.640.620.93
-1.80-0.30-0.45
3.320.570.85
-0.000.000.00
30.163.795.69
2.120.360.54
-3.66-0.63-0.94
-1.80-0.30-0.45
3.320.570.85
-0.000.000.00
Piso 20 135x30 52.05/54.25 Peso próprioCargas permanentesSobrecarga
43.725.157.73
-1.84-0.32-0.47
3.580.610.92
-1.71-0.29-0.43
3.260.560.84
-0.000.000.00
41.495.157.73
1.910.320.48
-3.58-0.61-0.92
-1.71-0.29-0.43
3.260.560.84
-0.000.000.00
Piso 19 135x30 49.25/51.45 Peso próprioCargas permanentesSobrecarga
55.026.519.76
-1.86-0.32-0.48
3.550.610.91
-1.71-0.29-0.43
3.230.550.83
-0.000.000.00
52.796.519.76
1.910.310.47
-3.56-0.61-0.91
-1.71-0.29-0.43
3.230.550.83
-0.000.000.00
Piso 18 135x30 46.45/48.65 Peso próprioCargas permanentesSobrecarga
66.287.85
11.78
-1.87-0.32-0.49
3.500.600.90
-1.71-0.29-0.43
3.190.550.82
-0.000.000.00
64.057.85
11.78
1.890.310.46
-3.51-0.60-0.90
-1.71-0.29-0.43
3.190.550.82
-0.000.000.00
Piso 17 135x30 43.65/45.85 Peso próprioCargas permanentesSobrecarga
77.499.19
13.79
-1.87-0.33-0.49
3.450.590.88
-1.70-0.29-0.43
3.140.540.81
-0.000.000.00
75.269.19
13.79
1.880.300.46
-3.46-0.59-0.89
-1.70-0.29-0.43
3.140.540.81
-0.000.000.00
Piso 16 135x30 40.85/43.05 Peso próprioCargas permanentesSobrecarga
88.6510.5215.78
-1.86-0.33-0.49
3.380.580.87
-1.70-0.29-0.43
3.080.530.79
-0.000.000.00
86.4210.5215.78
1.870.300.45
-3.40-0.58-0.87
-1.70-0.29-0.43
3.080.530.79
-0.000.000.00
Piso 15 135x30 38.05/40.25 Peso próprioCargas permanentesSobrecarga
99.7411.8417.76
-1.86-0.33-0.49
3.310.570.85
-1.69-0.28-0.43
3.020.520.77
-0.000.000.00
97.5111.8417.76
1.860.300.45
-3.33-0.57-0.85
-1.69-0.28-0.43
3.020.520.77
-0.000.000.00
Piso 14 135x30 35.25/37.45 Peso próprioCargas permanentesSobrecarga
110.7513.1419.71
-1.85-0.33-0.49
3.230.550.83
-1.68-0.28-0.42
2.950.500.76
-0.000.000.00
108.5313.1419.71
1.860.290.44
-3.25-0.56-0.83
-1.68-0.28-0.42
2.950.500.76
-0.000.000.00
Piso 13 135x30 32.45/34.65 Peso próprioCargas permanentesSobrecarga
121.6914.4321.65
-1.84-0.33-0.49
3.140.540.81
-1.68-0.28-0.42
2.870.490.73
-0.000.000.00
119.4614.4321.65
1.850.290.43
-3.16-0.54-0.81
-1.68-0.28-0.42
2.870.490.73
-0.000.000.00
Piso 12 135x30 29.65/31.85 Peso próprioCargas permanentesSobrecarga
132.5315.7023.55
-1.84-0.33-0.49
3.050.520.78
-1.67-0.28-0.42
2.780.470.71
-0.000.000.00
130.3115.7023.55
1.840.290.43
-3.07-0.52-0.79
-1.67-0.28-0.42
2.780.470.71
-0.000.000.00
Piso 11 135x30 26.85/29.05 Peso próprioCargas permanentesSobrecarga
143.2816.9625.43
-1.83-0.33-0.49
2.940.500.75
-1.66-0.28-0.41
2.680.460.69
-0.000.000.00
141.0516.9625.43
1.830.280.42
-2.97-0.51-0.76
-1.66-0.28-0.41
2.680.460.69
-0.000.000.00
Piso 10 135x30 24.05/26.25 Peso próprioCargas permanentesSobrecarga
153.9218.1927.29
-1.82-0.33-0.49
2.830.480.72
-1.65-0.27-0.41
2.580.440.66
-0.000.000.00
151.6918.1927.29
1.820.270.41
-2.85-0.49-0.73
-1.65-0.27-0.41
2.580.440.66
-0.000.000.00
Piso 9 135x30 21.25/23.45 Peso próprioCargas permanentesSobrecarga
164.4419.4029.10
-1.80-0.32-0.49
2.700.460.69
-1.64-0.27-0.40
2.470.420.63
-0.000.000.00
162.2219.4029.10
1.810.270.40
-2.73-0.46-0.70
-1.64-0.27-0.40
2.470.420.63
-0.000.000.00
Piso 8 135x30 18.45/20.65 Peso próprioCargas permanentesSobrecarga
174.8520.5930.89
-1.78-0.32-0.48
2.570.440.65
-1.63-0.27-0.40
2.350.400.60
-0.000.000.00
172.6220.5930.89
1.810.260.39
-2.60-0.44-0.66
-1.63-0.27-0.40
2.350.400.60
-0.000.000.00
Piso 7 135x30 15.65/17.85 Peso próprioCargas permanentesSobrecarga
185.1221.7632.64
-1.73-0.32-0.48
2.420.410.62
-1.61-0.26-0.39
2.220.380.57
-0.000.000.00
182.8921.7632.64
1.820.260.39
-2.46-0.42-0.63
-1.61-0.26-0.39
2.220.380.57
-0.000.000.00
Piso 6 135x30 12.85/15.05 Peso próprioCargas permanentesSobrecarga
195.2522.8934.34
-1.68-0.31-0.47
2.290.380.57
-1.61-0.26-0.39
2.100.350.53
-0.000.000.00
193.0222.8934.34
1.860.250.38
-2.32-0.39-0.59
-1.61-0.26-0.39
2.100.350.53
-0.000.000.00
Piso 5 135x30 10.05/12.25 Peso próprioCargas permanentesSobrecarga
205.2424.0036.01
-1.25-0.27-0.41
2.020.360.54
-1.48-0.24-0.37
1.890.330.49
-0.000.000.00
203.0124.0036.01
2.010.260.39
-2.14-0.36-0.54
-1.48-0.24-0.37
1.890.330.49
-0.000.000.00
Piso 4 135x30 7.25/9.45 Peso próprioCargas permanentesSobrecarga
215.1625.0937.64
-2.03-0.29-0.44
2.360.330.49
-1.94-0.26-0.39
2.020.300.45
-0.000.000.00
212.9425.0937.64
2.230.280.42
-2.09-0.34-0.51
-1.94-0.26-0.39
2.020.300.45
-0.000.000.00
Piso 3 135x30 4.45/6.65 Peso próprioCargas permanentesSobrecarga
224.7226.1239.19
5.620.260.34
-0.310.230.34
0.96-0.07-0.12
0.490.230.34
0.000.000.00
222.4926.1239.19
3.520.420.60
-1.38-0.27-0.40
0.96-0.07-0.12
0.490.230.34
0.000.000.00
Sub-Solo 135x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
271.5332.7948.08
1.960.130.18
-1.240.050.07
5.040.290.38
-1.460.060.09
0.000.000.00
269.1532.7948.08
-9.89-0.55-0.72
2.18-0.09-0.13
5.040.290.38
-1.460.060.09
0.000.000.00
Fundação 135x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
277.6733.3548.82
-0.32-0.03-0.03
0.29-0.03-0.04
-0.67-0.01-0.01
0.69-0.08-0.10
0.000.000.00
276.6633.3548.82
0.35-0.02-0.02
-0.400.050.06
-0.67-0.01-0.01
0.69-0.08-0.10
0.000.000.00
P33 Sub-Solo 30x85 1.50/3.85 Peso próprioCargas permanentesSobrecarga
44.394.255.68
-1.68-0.15-0.20
-0.55-0.08-0.10
-1.45-0.13-0.17
-0.43-0.08-0.10
0.000.000.00
42.894.255.68
1.720.150.21
0.470.110.14
-1.45-0.13-0.17
-0.43-0.08-0.10
0.000.000.00
Fundação 30x85 0.00/1.00 Peso próprioCargas permanentesSobrecarga
49.314.746.35
0.07-0.00-0.00
-0.22-0.02-0.02
0.20-0.00-0.00
-1.50-0.15-0.21
0.000.000.00
48.674.746.35
-0.13-0.00-0.00
1.290.140.19
0.20-0.00-0.00
-1.50-0.15-0.21
0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 10
Pilar Planta Dimensão(cm)
Tramo(m) Hipótese
Base Ext.Sup.N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
N(t)
Mx(t·m)
My(t·m)
Qx(t)
Qy(t)
T(t·m)
P34 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
-2.280.060.07
-0.00-0.00-0.00
-0.22-0.04-0.05
0.010.000.00
-0.18-0.03-0.04
0.000.000.00
-2.640.060.07
-0.03-0.00-0.00
0.190.030.05
0.010.000.00
-0.18-0.03-0.04
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
0.680.380.50
-0.08-0.01-0.01
-0.16-0.02-0.02
-0.19-0.02-0.02
-0.42-0.04-0.05
0.000.000.00
0.530.380.50
0.110.010.01
0.260.030.03
-0.19-0.02-0.02
-0.42-0.04-0.05
0.000.000.00
P35 Sub-Solo 22x60 1.50/3.85 Peso próprioCargas permanentesSobrecarga
-3.36-0.33-0.44
-0.24-0.02-0.03
3.950.560.74
-0.23-0.02-0.03
3.440.500.67
0.000.000.00
-4.13-0.33-0.44
0.290.030.04
-4.14-0.62-0.83
-0.23-0.02-0.03
3.440.500.67
0.000.000.00
Fundação 22x60 0.00/1.00 Peso próprioCargas permanentesSobrecarga
-0.34-0.03-0.04
0.210.020.03
0.08-0.02-0.03
0.510.060.08
0.22-0.05-0.06
0.000.000.00
-0.67-0.03-0.04
-0.31-0.04-0.05
-0.140.030.04
0.510.060.08
0.22-0.05-0.06
0.000.000.00
P36 Sub-Solo 25x60 1.50/3.85 Peso próprioCargas permanentesSobrecarga
65.257.54
10.06
1.330.160.22
-1.120.020.03
1.140.140.19
-1.020.030.04
0.000.000.00
64.377.54
10.06
-1.36-0.16-0.22
1.28-0.06-0.08
1.140.140.19
-1.020.030.04
0.000.000.00
Fundação 25x60 0.00/1.00 Peso próprioCargas permanentesSobrecarga
70.618.12
10.83
0.140.020.03
0.09-0.03-0.05
0.360.050.06
0.24-0.10-0.13
0.000.000.00
70.248.12
10.83
-0.22-0.03-0.04
-0.150.060.08
0.360.050.06
0.24-0.10-0.13
0.000.000.00
P37 Sub-Solo 26x60 1.50/3.85 Peso próprioCargas permanentesSobrecarga
82.149.84
13.12
-1.09-0.12-0.16
-3.28-0.44-0.59
-0.94-0.11-0.14
-3.28-0.44-0.59
0.000.000.00
81.229.84
13.12
1.110.130.17
4.430.590.79
-0.94-0.11-0.14
-3.28-0.44-0.59
0.000.000.00
Fundação 26x60 0.00/1.00 Peso próprioCargas permanentesSobrecarga
86.1710.2613.68
-0.03-0.00-0.00
1.460.190.25
-0.07-0.01-0.01
4.320.560.75
0.000.000.00
85.7810.2613.68
0.040.010.01
-2.86-0.37-0.50
-0.07-0.01-0.01
4.320.560.75
0.000.000.00
P38 Sub-Solo 26x60 1.50/3.85 Peso próprioCargas permanentesSobrecarga
44.635.577.42
-0.030.010.01
-2.13-0.29-0.38
-0.020.000.01
-2.08-0.28-0.38
0.000.000.00
43.715.577.42
0.02-0.00-0.00
2.750.380.50
-0.020.000.01
-2.08-0.28-0.38
0.000.000.00
Fundação 26x60 0.00/1.00 Peso próprioCargas permanentesSobrecarga
47.535.857.80
0.020.000.00
0.660.090.12
0.040.010.01
1.870.250.34
0.000.000.00
47.145.857.80
-0.03-0.00-0.00
-1.21-0.16-0.22
0.040.010.01
1.870.250.34
0.000.000.00
P39 Sub-Solo 20x60 1.50/3.85 Peso próprioCargas permanentesSobrecarga
13.752.022.70
-0.20-0.02-0.03
-1.07-0.13-0.18
-0.15-0.02-0.02
-1.01-0.13-0.17
0.000.000.00
13.052.022.70
0.160.020.03
1.290.170.23
-0.15-0.02-0.02
-1.01-0.13-0.17
0.000.000.00
Fundação 20x60 0.00/1.00 Peso próprioCargas permanentesSobrecarga
17.972.473.30
-0.13-0.01-0.02
0.150.020.03
-0.32-0.04-0.05
0.350.050.07
0.000.000.00
17.672.473.30
0.190.020.03
-0.19-0.03-0.04
-0.32-0.04-0.05
0.350.050.07
0.000.000.00
P40 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
6.040.590.78
0.060.020.02
1.310.130.17
0.050.010.02
1.100.110.14
0.000.000.00
5.670.590.78
-0.06-0.01-0.02
-1.28-0.12-0.17
0.050.010.02
1.100.110.14
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
8.160.821.10
0.050.010.01
0.300.040.06
0.120.020.02
0.740.110.14
0.000.000.00
8.010.821.10
-0.07-0.01-0.01
-0.44-0.06-0.09
0.120.020.02
0.740.110.14
0.000.000.00
P41 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
10.221.351.80
-0.000.010.01
1.510.170.23
-0.000.000.01
1.380.160.21
0.000.000.00
9.851.351.80
-0.00-0.00-0.01
-1.74-0.20-0.26
-0.000.000.01
1.380.160.21
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
11.311.451.93
0.000.000.00
-0.55-0.06-0.08
0.010.010.01
-1.37-0.16-0.21
0.000.000.00
11.151.451.93
-0.00-0.00-0.00
0.820.090.12
0.010.010.01
-1.37-0.16-0.21
0.000.000.00
P42 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
11.051.441.92
0.010.010.01
1.590.190.26
0.010.000.01
1.460.180.24
0.000.000.00
10.691.441.92
-0.01-0.00-0.00
-1.83-0.22-0.30
0.010.000.01
1.460.180.24
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
12.151.542.05
0.010.000.00
-0.58-0.07-0.09
0.030.010.01
-1.45-0.18-0.23
0.000.000.00
12.001.542.05
-0.02-0.00-0.00
0.870.100.14
0.030.010.01
-1.45-0.18-0.23
0.000.000.00
P43 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
12.101.411.88
-0.010.000.01
1.570.180.24
-0.010.000.00
1.440.160.22
0.000.000.00
11.731.411.88
0.01-0.00-0.00
-1.80-0.21-0.27
-0.010.000.00
1.440.160.22
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
13.171.512.01
0.000.000.00
-0.57-0.07-0.09
-0.000.000.00
-1.43-0.16-0.22
0.000.000.00
13.021.512.01
0.00-0.00-0.00
0.860.100.13
-0.000.000.00
-1.43-0.16-0.22
0.000.000.00
P44 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
11.661.281.70
-0.010.010.01
1.490.160.22
-0.010.000.00
1.360.150.20
0.000.000.00
11.291.281.70
0.01-0.00-0.00
-1.71-0.19-0.25
-0.010.000.00
1.360.150.20
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
12.731.381.84
0.010.000.00
-0.54-0.06-0.08
0.010.010.01
-1.35-0.15-0.20
0.000.000.00
12.571.381.84
-0.01-0.00-0.00
0.810.090.12
0.010.010.01
-1.35-0.15-0.20
0.000.000.00
P45 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
11.521.371.83
-0.020.010.01
1.280.150.20
-0.010.000.01
1.170.130.18
0.000.000.00
11.151.371.83
0.01-0.00-0.00
-1.46-0.17-0.22
-0.010.000.01
1.170.130.18
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
12.471.451.94
-0.010.000.00
-0.46-0.05-0.07
-0.020.000.00
-1.16-0.13-0.18
0.000.000.00
12.321.451.94
0.020.000.00
0.700.080.11
-0.020.000.00
-1.16-0.13-0.18
0.000.000.00
P46 Sub-Solo 25x25 1.50/3.85 Peso próprioCargas permanentesSobrecarga
3.870.470.63
-0.12-0.01-0.01
0.740.100.14
-0.10-0.01-0.01
0.680.090.12
0.000.000.00
3.500.470.63
0.110.010.02
-0.85-0.12-0.16
-0.10-0.01-0.01
0.680.090.12
0.000.000.00
Fundação 25x25 0.00/1.00 Peso próprioCargas permanentesSobrecarga
4.530.550.74
-0.03-0.00-0.00
-0.26-0.04-0.05
-0.08-0.00-0.00
-0.67-0.09-0.12
0.000.000.00
4.380.550.74
0.050.000.00
0.400.060.07
-0.08-0.00-0.00
-0.67-0.09-0.12
0.000.000.00
P47 Sub-Solo 20x30 1.50/3.85 Peso próprioCargas permanentesSobrecarga
3.170.500.66
-0.08-0.01-0.01
0.950.140.19
-0.07-0.01-0.01
0.770.120.15
0.000.000.00
2.820.500.66
0.080.010.01
-0.86-0.13-0.18
-0.07-0.01-0.01
0.770.120.15
0.000.000.00
Fundação 20x30 0.00/1.00 Peso próprioCargas permanentesSobrecarga
5.130.680.90
-0.010.000.00
0.390.040.05
-0.030.000.00
0.970.100.14
0.000.000.00
4.980.680.90
0.02-0.00-0.00
-0.58-0.06-0.08
-0.030.000.00
0.970.100.14
0.000.000.00
Esforços e armaduras de pilares, paredes, cortinas e murosCondominio Civitavecchia Data: 23/02/16
Página 11