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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


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


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


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


ACABADOS

17AD24.8510.40-0.1025.842.6312.4332.735.2013.70


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


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


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


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


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


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 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


t0.25

h2.85

l3.475


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 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


MURO

FM65KG/CM2

E32500KG/CM2

E MURO325000TN/M2

t0.25

h2.95

l3.275


t0.25

h2.95

l3.275


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 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


t0.25

h2.85

l3.475


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 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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