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DINAMICA ESTRUCTURAL
DINAMICA ESTRUCTURAL |
24
METRADO DE CARGAS
Metrado de Cargas del Primer Piso
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
COLUMNAS
1AAREA=0.293.62.402.480.250.2620.0710.1382.57
1BAREA=0.083.62.400.650.070.1250.016.2750.41
1CAREA=0.293.62.402.480.250.2620.072.5880.66
2AAREA=0.303.62.402.590.264.2251.1210.4002.75
2CAREA=0.303.62.402.590.264.2251.122.1500.57
3AAREA=0.303.62.402.590.268.3252.2010.4002.75
3BAREA=0.083.62.400.650.078.3250.556.2750.41
3CAREA=0.303.62.402.590.268.3252.202.1500.57
4AAREA=0.303.62.402.590.2612.4253.2810.4002.75
4CAREA=0.303.62.402.590.2612.4253.282.1500.57
5AAREA=0.303.62.402.590.2616.5254.3710.4002.75
5BAREA=0.083.62.400.650.0716.5251.096.2750.41
5CAREA=0.303.62.402.590.2616.5254.372.1500.57
6AAREA=0.303.62.402.590.2620.6255.4510.4002.75
6CAREA=0.303.62.402.590.2620.6255.452.1500.57
7AAREA=0.293.62.402.480.2524.5886.2310.1382.57
7BAREA=0.083.62.400.650.0724.7251.636.2750.41
7CAREA=0.293.62.402.480.2524.5886.232.5880.66
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
VIGAS
1AB3.2750.250.502.400.980.100.130.018.060.81
1BC3.2750.250.502.400.980.100.130.014.490.45
1CD2.1500.250.502.400.650.070.130.011.080.07
2AC7.2500.300.702.403.650.374.231.576.282.34
2CD2.1500.300.502.400.770.084.230.331.080.08
3AB3.4750.300.702.401.750.188.331.498.161.46
3BC3.4750.300.702.401.750.188.331.494.390.78
3CD2.1500.300.502.400.770.088.330.661.080.08
4AC7.2500.300.702.403.650.3712.434.636.282.34
4CD2.1500.300.502.400.770.0812.430.981.080.08
5AB3.4750.300.702.401.750.1816.532.958.161.46
5BC3.4750.300.702.401.750.1816.532.954.390.78
5CD2.1500.300.502.400.770.0816.531.301.080.08
6AC7.2500.300.702.403.650.3720.637.686.282.34
6AD2.1500.300.502.400.770.0820.631.631.080.08
7AB3.2750.250.502.400.980.1024.732.488.060.81
7BC3.2750.250.502.400.980.1024.732.484.490.45
7CD2.1500.300.502.400.770.0824.731.951.080.08
A123.0750.250.502.400.920.092.240.2110.270.97
A233.2000.250.502.400.960.106.280.6110.271.01
A343.2000.250.502.400.960.1010.381.0210.271.01
A453.2000.250.502.400.960.1014.481.4210.271.01
A563.2000.250.502.400.960.1018.581.8210.271.01
A673.0750.250.502.400.920.0922.612.1310.270.97
C123.0750.250.502.400.920.092.240.212.270.21
C233.2000.250.502.400.960.106.280.612.270.22
C343.2000.250.502.400.960.1010.381.022.270.22
C453.2000.250.502.400.960.1014.481.422.270.22
C563.2000.250.502.400.960.1018.581.822.270.22
C673.0750.250.502.400.920.0922.612.132.270.21
D123.8300.200.202.400.370.042.170.080.100.004
D233.8000.200.202.400.360.046.280.230.100.004
D343.8000.200.202.400.360.0410.380.390.100.004
D453.8000.200.202.400.360.0414.480.540.100.004
D563.8000.200.202.400.360.0418.580.690.100.004
D673.8300.200.202.400.370.0422.700.850.100.004
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
MURO
1AB3.2750.252.951.804.350.440.130.068.063.57
1BC3.2750.252.951.804.350.440.130.064.491.99
3AB3.4750.252.851.804.460.458.333.788.163.71
3BC3.4750.252.851.804.460.458.333.784.391.99
5AB3.4750.252.851.804.460.4516.537.518.163.71
5BC3.4750.252.851.804.460.4516.537.514.391.99
7AB3.2750.252.951.804.350.4424.7310.968.063.57
7BC3.2750.252.951.804.350.4424.7310.964.491.99
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
L. ALIGERADA E=0.20M
ABC127.753.83-0.3510.381.062.162.296.286.64
ABC237.753.80-0.3510.311.056.286.596.286.59
ABC347.753.80-0.3510.311.0510.3810.906.286.59
ABC457.753.80-0.3510.311.0514.4815.216.286.59
ABC567.753.80-0.3510.311.0518.5819.526.286.59
ABC677.753.83-0.3510.381.0622.6923.996.286.64
12CD1.953.80-0.352.590.262.150.571.180.31
23CD1.953.80-0.352.590.266.251.651.180.31
34CD1.953.80-0.352.590.2610.382.741.180.31
45CD1.953.80-0.352.590.2614.483.831.180.31
45CD1.953.80-0.352.590.2618.584.911.180.31
67CD1.953.825-0.352.610.2722.68756.041.180.31
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
ACABADOS
17AD24.8510.40-0.1025.842.6312.4332.735.2013.70
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
TABIQUERIA
A123.080.151.251.350.780.082.240.1810.330.82
A233.200.151.251.350.810.086.280.5210.330.85
A343.200.151.251.350.810.0810.380.8610.330.85
A453.200.151.251.350.810.0814.481.2010.330.85
A563.200.151.251.350.810.0818.581.5310.330.85
A673.080.151.251.350.780.0822.611.7910.330.82
C121.880.151.451.350.550.062.840.162.230.12
C233.200.151.451.350.940.106.280.602.230.21
C342.000.151.451.350.590.0610.980.662.230.13
C453.200.151.451.350.940.1014.481.392.230.21
C562.000.151.451.350.590.0619.181.152.230.13
C673.200.151.451.350.940.1022.682.172.230.21
D1724.850.151.101.355.540.5612.437.010.080.04
CM232.6923.72
CARGA VIVAE030E020
17AC AULA24.858.250.500.1312.811.3112.4316.236.288.20
17CD CORREDOR24.852.150.500.205.340.5412.436.771.080.59
CV18.161.85
TOTAL250.8525.57
AREA TOTAL258.4426.34318.26139.20
PESO/AREA0.97CMX12.45CMY5.44
Metrado de Cargas del Segundo Piso
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
COLUMNAS
1AAREA=0.291.62.401.100.110.260.0310.141.14
1BAREA=0.081.62.400.290.030.130.006.270.18
1CAREA=0.291.62.401.100.110.260.032.590.29
2AAREA=0.301.62.401.150.124.230.5010.211.20
2CAREA=0.301.62.401.150.124.230.502.460.29
3AAREA=0.301.62.401.150.128.330.9810.211.20
3BAREA=0.081.62.400.290.038.330.246.270.18
3CAREA=0.301.62.401.150.128.330.982.460.29
4AAREA=0.301.62.401.150.1212.431.4610.211.20
4CAREA=0.301.62.401.150.1212.431.462.460.29
5AAREA=0.301.62.401.150.1216.531.9410.211.20
5BAREA=0.081.62.400.290.0316.530.496.270.18
5CAREA=0.301.62.401.150.1216.531.942.460.29
6AAREA=0.301.62.401.150.1220.632.4210.211.20
6CAREA=0.301.62.401.150.1220.632.422.460.29
7AAREA=0.291.62.401.100.1124.592.7710.141.14
7BAREA=0.081.62.400.290.0324.730.736.270.18
7CAREA=0.291.62.401.100.1124.592.772.590.29
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
VIGAS
1AB3.280.250.502.400.980.100.130.018.060.81
1BC3.280.250.502.400.980.100.130.014.490.45
1CD2.150.250.502.400.650.070.130.011.080.07
2AC7.250.300.702.403.650.374.231.576.282.34
2CD2.150.300.502.400.770.084.230.331.080.08
3AB3.480.300.702.401.750.188.331.498.161.46
3BC3.480.300.702.401.750.188.331.494.390.78
3CD2.150.300.502.400.770.088.330.661.080.08
4AC7.250.300.702.403.650.3712.434.636.282.34
4CD2.150.300.502.400.770.0812.430.981.080.08
5AB3.480.300.702.401.750.1816.532.958.161.46
5BC3.480.300.702.401.750.1816.532.954.390.78
5CD2.150.300.502.400.770.0816.531.301.080.08
6AC7.250.300.702.403.650.3720.637.686.282.34
6AD2.150.300.502.400.770.0820.631.631.080.08
7AB3.280.250.502.400.980.1024.732.488.060.81
7BC3.280.250.502.400.980.1024.732.484.490.45
7CD2.150.300.502.400.770.0824.731.951.080.08
A123.080.250.502.400.920.092.240.2110.270.97
A233.200.250.502.400.960.106.280.6110.271.01
A343.200.250.502.400.960.1010.381.0210.271.01
A453.200.250.502.400.960.1014.481.4210.271.01
A563.200.250.502.400.960.1018.581.8210.271.01
A673.080.250.502.400.920.0922.612.1310.270.97
C123.080.250.502.400.920.092.240.212.270.21
C233.200.250.502.400.960.106.280.612.270.22
C343.200.250.502.400.960.1010.381.022.270.22
C453.200.250.502.400.960.1014.481.422.270.22
C563.200.250.502.400.960.1018.581.822.270.22
C673.080.250.502.400.920.0922.612.132.270.21
D123.830.200.202.400.370.042.170.080.100.00375
D233.800.200.202.400.360.046.280.230.100.00372
D343.800.200.202.400.360.0410.380.390.100.00372
D453.800.200.202.400.360.0414.480.540.100.00372
D563.800.200.202.400.360.0418.580.690.100.00372
D673.830.200.202.400.370.0422.700.850.100.00375
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
MURO
1AB3.2750.251.601.802.360.240.130.038.061.94
1BC3.2750.251.601.802.360.240.130.034.491.08
3AB3.4750.251.601.802.500.268.332.128.162.08
3BC3.4750.251.601.802.500.268.332.124.391.12
5AB3.4750.251.601.802.500.2616.534.218.162.08
5BC3.4750.251.601.802.500.2616.534.214.391.12
7AB3.2750.251.601.802.360.2424.735.948.061.94
7BC3.2750.251.601.802.360.2424.735.944.491.08
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
L. ALIGERADA E=0.20M
ABC127.753.825-0.3510.381.062.162.296.286.64
ABC237.753.80-0.3510.311.056.286.596.286.59
ABC347.753.80-0.3510.311.0510.3810.906.286.59
ABC457.753.80-0.3510.311.0514.4815.216.286.59
ABC567.753.80-0.3510.311.0518.5819.526.286.59
ABC677.753.825-0.3510.381.0622.6923.996.286.64
12CD1.953.825-0.352.610.272.160.581.180.31
23CD1.953.80-0.352.590.266.281.661.180.31
34CD1.953.80-0.352.590.2610.382.741.180.31
45CD1.953.80-0.352.590.2614.483.831.180.31
45CD1.953.80-0.352.590.2618.584.911.180.31
67CD1.953.825-0.352.610.2722.68756.041.180.31
ELEMENTOLARGOANCHOALTO P.E. TN/M2 O Tn/m3PESO tnMASADXM*DXDYM*DY
ACABADO
17AD24.8510.40-0.1025.842.6312.4332.735.2013.70
CM180.7018.42
CARGA VIVAE030E020
17AD Techo24.8510.400.250.2516.141.6512.4320.457.3512.09
CV16.141.65
TOTAL196.8420.07
AREA TOTAL258.3226.33
PESO/AREA0.76
CMX12.43CMY5.61
MASA DE ROTACIN Y TRALACIN
MASAS DEL PRIMER PISO
Masa de Traslacin25.57
rea
Ix2329.41
Iy13299.3762
Masa de Rotacin1546.36
MASAS DEL SEGUNDO PISO
Masa de Traslacin20.07
rea
Ix2329.41
Iy13299.3762
Masa de Rotacin1214.02
CENTRO DE GRAVEDAD Y MOMENTO DE INERCIA DE LAS COLUMNAS
RIGIDEZ
RIGIDECES DEL PRIMER PISO
RIGIDEZ EN EL EJE X
ANLISIS EN EL EJE 1
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.51Tn/m2
VIGASICLCkv
1AB0.0026041673.2750.000795165
1BC0.0026041673.2750.000795165
0.001590331
K PORTICO 17,274.11TN/M
H13.8
COLUMNASIcLcKc
C10.0111984833.80.002946969
C20.0003906253.80.000102796
C10.0111984833.80.002946969
0.005996734
MURO
FM65KG/CM2
E32500KG/CM2
E MURO325000TN/M2
t0.25
h2.95
l3.275
K muro 1AB 14,442.61 TN/M
t0.25
h2.95
l3.275
K muro 1BC 14,442.61 TN/M
K EJE 136,159.32TN/M
ANLISIS EN EL EJE 2
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.51Tn/m2
H23.8
ColumnasIcLcKc
C30.0050781253.80.001336349
C30.0050781253.80.001336349
0.002672697
VigasIcLckv
2AC0.0085757.250.001182759
0.001182759
K PORTICO 23,257.26TN/M
K EJE 2 3,257.26 TN/M
ANLISIS EN EL EJE 3
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.51Tn/m2
MURO
FM65KG/CM2
E32500KG/CM2
E MURO325000TN/M2
t0.25
h2.85
l3.475
K muro 3AB 17,409.23 TN/M
t0.25
h2.85
l3.475
K muro 3BC 17,409.23 TN/M
H33.8m.
ColumnasIcLcKc
C30.0050781253.80.001336349
C20.0003906253.80.000102796
C30.0050781253.80.001336349
0.002775493
VigasIcLckv
3AB0.0085753.4750.002467626
3BC0.0085753.4750.002467626
0.004935252
K PORTICO 33,492.69TN/M
K EJE 3 38,311.15 TN/M
RIGIDEZ EN EL EJE X RIGIDEZ EN EL EJE AVigasIcLckv
A120.0026041673.0750.000846883
A230.0026041673.200.000813802
A340.0026041673.200.000813802
A450.0026041673.200.000813802
A560.0026041673.200.000813802
A670.0026041673.0750.000846883
0.004948975
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.5119Tn/m2
K EJE A
H13.8m.
ColumnasIcLcKc
C10.0111984833.80.002946969
C30.015753.80.004144737
C30.015753.80.004144737
C30.015753.80.004144737
C30.015753.80.004144737
C30.015753.80.004144737
C10.0111984833.80.002946969
0.026617623
K PORTICO A16,830.03TN/M
RIGIDECES DEL SEGUNDO PISO
RIGIDEZ EN EL EJE X
RIGIDEZ EN EL EJE 1
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.51Tn/m2
VIGASIcLckv
1AB0.0026041673.2750.000795165
1BC0.0026041673.2750.000795165
0.001590331
H13.4m
COLUMNASIcLcKc
C10.0111984833.40.003293671
C20.0003906253.40.00011489
C10.0111984833.40.003293671
0.006702233
K PORTICO 17,692.00TN/M
MURO
FM65KG/CM2
E32500KG/CM2
E MURO325000TN/M2
t0.25
h2.95
l3.275
K muro 1AB 14,442.61 TN/M
t0.25
h2.95
l3.275
K muro 1BC 14,442.61 TN/M
K EJE 1 36,577.21 TN/M
RIGIDEZ EN EL EJE 2
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.51Tn/m2
H23.4
ColumnasIcLcKc
C30.0050781253.40.001493566
C30.0050781253.40.001493566
0.002987132
VigasIcLckv
2AC0.0085757.250.001182759
0.001182759
K PORTICO 24,268.83TN/M
K EJE 2 4,268.83 TN/M
RIGIDEZ EN EL EJE 3
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.51Tn/m2
MURO
FM65KG/CM2
E32500KG/CM2
E MURO325000TN/M2
t0.25
h2.85
l3.475
K muro 3AB 17,409.23 TN/M
t0.25
h2.85
l3.475
K muro 3BC 17,409.23 TN/M
H33.4
ColumnasIcLcKc
C30.0050781253.40.001493566
C20.0003906253.40.00011489
C30.0050781253.40.001493566
0.003102022
VigasIcLckv
3AB0.0085753.4750.002467626
3BC0.0085753.4750.002467626
0.004935252
K PORTICO 36,118.01TN/M
K EJE 3 40,936.47 TN/M
RIGIDEZ EN EL EJE YRIGIDEZ EN EL EJE A
F'c210kg/cm2
E217,370.65kg/cm2
E2,173,706.5119Tn/m2
VigasIcLckv
A120.0026041673.0750.000846883
A230.0026041673.200.000813802
A340.0026041673.200.000813802
A450.0026041673.200.000813802
A560.0026041673.200.000813802
A670.0026041673.0750.000846883
0.004948975
H13.4m.
ColumnasIcLcKc
C10.0111984833.40.003293671
C30.015753.40.004632353
C30.015753.40.004632353
C30.015753.40.004632353
C30.015753.40.004632353
C30.015753.40.004632353
C10.0111984833.40.003293671
0.029749108
K PORTICO A28,228.50TN/M
CENTRO DE RIGIDECES
CENTRO DE RIGIDEZ DEL PRIMER PISOCENTRO DE RIGIDEZ X-X
EJESKdxK DX
1 36,159.32 0.13 4,519.92
2 3,257.26 4.23 13,761.94
3 38,311.15 8.33 318,940.33
4 3,257.26 12.43 40,471.51
5 38,311.15 16.53 633,091.77
6 3,257.26 20.63 67,181.07
7 36,159.32 24.73 894,039.25
158,712.74 1,972,005.79
CRX12.425
CENTRO DE RIGIDES Y-Y
EJESKdyK DY
A 16,830.03 10.275 172,928.55
B0.000.0000.00
C 16,830.03 2.275 38,288.32
33,660.06 211,216.86
CRY6.275
CENTRO DE RIGIDEZ DEL SEGUNDO PISO
CENTRO DE RIGIDEZ X-X
EJESKdxK DX
1 36,577.21 0.13 4,572.15
2 4,268.83 4.23 18,035.79
3 40,936.47 8.33 340,796.11
4 4,268.83 12.43 53,040.16
5 40,936.47 16.53 676,475.16
6 4,268.83 20.63 88,044.54
7 36,577.21 24.73 904,371.51
167,833.84 2,085,335.41
CRX12.425
CENTRO DE RIGIDEZ Y-Y
EJESKdyK DY
A 28,228.50 10.275 290,047.88
B0.000.0000.00
C 28,228.50 2.275 64,219.85
56,457.01 354,267.73
CRY6.275
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