wqeqwe
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EQUIPO 4 DISEÑO SISMICO Y EOLICO CARGAS POR NIVEL COLUMNAS Y TRABES TRABE BASE ALTURA ML NIVEL 1 T1 0.40 0.60 51.60 2400.00 T2 0.50 0.70 64.50 2400.00 C1 0.60 0.60 12.00 2400.00 C2 0.60 0.50 30.00 2400.00 C3 0.50 0.50 18.00 2400.00 CARGAS POR NIVEL COLUMNAS Y TRABES TRABE BASE ALTURA ML NIVEL 2 T1 0.40 0.60 51.60 2400.00 T3 0.40 0.70 64.50 2400.00 C2 0.60 0.50 12.00 2400.00 C4 0.60 0.40 30.00 2400.00 C5 0.40 0.40 18.00 2400.00 CARGAS POR NIVEL COLUMNAS Y TRABES TRABE BASE ALTURA ML NIVEL 3 T4 0.30 0.60 51.60 2400.00 T5 0.30 0.60 64.50 2400.00 C4 0.60 0.40 12.00 2400.00 C6 0.60 0.30 30.00 2400.00 C7 0.30 0.30 18.00 2400.00 CARGAS POR NIVEL COLUMNAS Y TRABES TRABE BASE ALTURA ML NIVEL 4 T4 0.30 0.60 51.60 2400.00 T5 0.30 0.60 64.50 2400.00 C4 0.60 0.40 12.00 2400.00 C6 0.60 0.30 30.00 2400.00 C7 0.30 0.30 18.00 2400.00 PESO VOL CONCRETO PESO VOL CONCRETO PESO VOL CONCRETO PESO VOL CONCRETO
description
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Transcript of wqeqwe
EQUIPO 4DISEÑO SISMICO Y EOLICO
CARGAS POR NIVEL COLUMNAS Y TRABES
TRABE BASE ALTURA ML PESO (KG)
NIVEL 1T1 0.40 0.60 51.60 2400.00 29721.60T2 0.50 0.70 64.50 2400.00 54180.00C1 0.60 0.60 12.00 2400.00 10368.00C2 0.60 0.50 30.00 2400.00 21600.00C3 0.50 0.50 18.00 2400.00 10800.00
126669.60
CARGAS POR NIVEL COLUMNAS Y TRABES
TRABE BASE ALTURA ML PESO (KG)
NIVEL 2T1 0.40 0.60 51.60 2400.00 29721.60T3 0.40 0.70 64.50 2400.00 43344.00C2 0.60 0.50 12.00 2400.00 8640.00C4 0.60 0.40 30.00 2400.00 17280.00C5 0.40 0.40 18.00 2400.00 6912.00
105897.60
CARGAS POR NIVEL COLUMNAS Y TRABES
TRABE BASE ALTURA ML PESO (KG)
NIVEL 3T4 0.30 0.60 51.60 2400.00 22291.20T5 0.30 0.60 64.50 2400.00 27864.00C4 0.60 0.40 12.00 2400.00 6912.00C6 0.60 0.30 30.00 2400.00 12960.00C7 0.30 0.30 18.00 2400.00 3888.00
73915.20
CARGAS POR NIVEL COLUMNAS Y TRABES
TRABE BASE ALTURA ML PESO (KG)
NIVEL 4T4 0.30 0.60 51.60 2400.00 22291.20T5 0.30 0.60 64.50 2400.00 27864.00C4 0.60 0.40 12.00 2400.00 6912.00C6 0.60 0.30 30.00 2400.00 12960.00C7 0.30 0.30 18.00 2400.00 3888.00
73915.20
PESO VOL CONCRETO
PESO VOL CONCRETO
PESO VOL CONCRETO
PESO VOL CONCRETO
EQUIPO 4DISEÑO SISMICO Y EOLICO
CARGA VIVA ENTREPISO 170 KG/M2CARGAS POR NIVEL DE LOSAS
TABLERO LARGO ANCHO PZA PESO LOSA PESO (KG)NIVEL 1,2,3
1 3.45 4.30 1.00 318.00 4717.532 3.00 4.30 1.00 318.00 4102.203 3.00 4.30 1.00 318.00 4102.204 3.45 4.30 1.00 318.00 4717.535 3.45 4.30 1.00 318.00 4717.536 3.00 4.30 1.00 318.00 4102.207 3.00 4.30 1.00 318.00 4102.208 3.45 4.30 1.00 318.00 4717.539 3.45 4.30 1.00 318.00 4717.53
10 3.00 4.30 1.00 318.00 4102.2011 3.00 4.30 1.00 318.00 4102.2012 3.45 4.30 1.00 318.00 4717.53
52918.38
CARGA VIVA ENTREPISO 100 KG/M2CARGAS POR NIVEL DE LOSAS
TABLERO LARGO ANCHO PZA PESO LOSA PESO (KG)NIVEL 4
1 3.45 4.30 1.00 278.00 4124.132 3.00 4.30 1.00 243.00 3134.703 3.00 4.30 1.00 243.00 3134.704 3.45 4.30 1.00 278.00 4124.135 3.45 4.30 1.00 278.00 4124.136 3.00 4.30 1.00 243.00 3134.707 3.00 4.30 1.00 243.00 3134.708 3.45 4.30 1.00 278.00 4124.139 3.45 4.30 1.00 278.00 4124.13
10 3.00 4.30 1.00 243.00 3134.7011 3.00 4.30 1.00 243.00 3134.7012 3.45 4.30 1.00 278.00 4124.13
43552.98
TABLERO CV. 170 KG/M2 CV. 100 KG/M21 3.45 4.30 1.00 2521.95 1483.502 3.00 4.30 1.00 2193.00 1290.003 3.00 4.30 1.00 2193.00 1290.004 3.45 4.30 1.00 2521.95 1483.505 3.45 4.30 1.00 2521.95 1483.506 3.00 4.30 1.00 2193.00 1290.007 3.00 4.30 1.00 2193.00 1290.008 3.45 4.30 1.00 2521.95 1483.50
EQUIPO 4DISEÑO SISMICO Y EOLICO
9 3.45 4.30 1.00 2521.95 1483.5010 3.00 4.30 1.00 2193.00 1290.0011 3.00 4.30 1.00 2193.00 1290.0012 3.45 4.30 1.00 2521.95 1483.50
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASA TABLEROS NIVEL 1,2,3TABLERO LARGO ANCHO C.M. C.V C.V.+C.M=W X Y (W)*(X) (W)*(Y)
1 3.45 4.3000 4,717.53 2,521.95 7,239.48 1.73 10.75 12,488.10 77,824.41
2 3.00 4.3000 4,102.20 2,193.00 6,295.20 4.95 10.75 31,161.24 67,673.40
3 3.00 4.3000 4,102.20 2,193.00 6,295.20 7.95 10.75 50,046.84 67,673.40
4 3.45 4.3000 4,717.53 2,521.95 7,239.48 11.17 10.75 80,901.19 77,824.41
5 3.45 4.3000 4,717.53 2,521.95 7,239.48 1.73 6.45 12,488.10 46,694.65
6 3.00 4.3000 4,102.20 2,193.00 6,295.20 4.95 6.45 31,161.24 40,604.04
7 3.00 4.3000 4,102.20 2,193.00 6,295.20 7.95 6.45 50,046.84 40,604.04
8 3.45 4.3000 4,717.53 2,521.95 7,239.48 11.17 6.45 80,901.19 46,694.65
9 3.45 4.3000 4,717.53 2,521.95 7,239.48 1.73 2.15 12,488.10 15,564.88
10 3.00 4.3000 4,102.20 2,193.00 6,295.20 4.95 2.15 31,161.24 13,534.68
11 3.00 4.3000 4,102.20 2,193.00 6,295.20 7.95 2.15 50,046.84 13,534.68
12 3.45 4.3000 4,717.53 2,521.95 7,239.48 11.17 2.15 80,901.19 15,564.88523,792.12 523,792.12
CENTRO DE MASA TABLEROS NIVEL 4TABLERO LARGO ANCHO C.M. C.V C.V.+C.M=W X Y (W)*(X) (W)*(Y)
1 3.45 4.3000 4,124.13 1,483.50 5,607.63 1.73 10.75 9,673.16 60,282.02
2 3.00 4.3000 3,134.70 1,290.00 4,424.70 4.95 10.75 21,902.27 47,565.53
3 3.00 4.3000 3,134.70 1,290.00 4,424.70 7.95 10.75 35,176.37 47,565.53
4 3.45 4.3000 4,124.13 1,483.50 5,607.63 11.17 10.75 62,665.27 60,282.02
5 3.45 4.3000 4,124.13 1,483.50 5,607.63 1.73 6.45 9,673.16 36,169.21
6 3.00 4.3000 3,134.70 1,290.00 4,424.70 4.95 6.45 21,902.27 28,539.32
7 3.00 4.3000 3,134.70 1,290.00 4,424.70 7.95 6.45 35,176.37 28,539.32
8 3.45 4.3000 4,124.13 1,483.50 5,607.63 11.17 6.45 62,665.27 36,169.21
9 3.45 4.3000 4,124.13 1,483.50 5,607.63 1.73 2.15 9,673.16 12,056.40
10 3.00 4.3000 3,134.70 1,290.00 4,424.70 4.95 2.15 21,902.27 9,513.11
11 3.00 4.3000 3,134.70 1,290.00 4,424.70 7.95 2.15 35,176.37 9,513.11
12 3.45 4.3000 4,124.13 1,483.50 5,607.63 11.17 2.15 62,665.27 12,056.40
388,251.17 388,251.17
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASAS EN TRABES NIVEL 1EJE BASE ALTURA LARGO PESO VOL. C.M. X ML X Y (W)*(X) (W)*(Y)
A 0.6 0.4 12.9 2,400.00 7,430.40 0.00 6.45 0.00 47,926.08B 0.5 0.7 12.9 2,400.00 10,836.00 3.45 6.45 37,384.20 69,892.20C 0.5 0.7 12.9 2,400.00 10,836.00 6.45 6.45 69,892.20 69,892.20D 0.5 0.7 12.9 2,400.00 10,836.00 9.45 6.45 102,400.20 69,892.20E 0.6 0.4 12.9 2,400.00 7,430.40 12.90 6.45 95,852.16 47,926.081 0.60 0.40 12.9 2,400.00 7,430.40 6.45 12.90 47,926.08 95,852.162 0.50 0.70 12.9 2,400.00 10,836.00 6.45 8.60 69,892.20 93,189.603 0.50 0.70 12.9 2,400.00 10,836.00 6.45 4.30 69,892.20 46,594.804 0.60 0.40 12.9 2,400.00 7,430.40 6.45 0.00 47,926.08 0.00
541,165.32 541,165.32
CENTRO DE MASAS EN TRABES NIVEL 2EJE BASE ALTURA LARGO PESO VOL. C.M. X ML X Y (W)*(X) (W)*(Y)
A 0.60 0.40 12.90 2,400.00 7,430.40 0.00 6.45 0.00 47,926.08B 0.40 0.70 12.90 2,400.00 8,668.80 3.45 6.45 29,907.36 55,913.76C 0.40 0.70 12.90 2,400.00 8,668.80 6.45 6.45 55,913.76 55,913.76D 0.40 0.70 12.90 2,400.00 8,668.80 9.45 6.45 81,920.16 55,913.76E 0.60 0.40 12.90 2,400.00 7,430.40 12.90 6.45 95,852.16 47,926.081 0.60 0.40 12.90 2,400.00 7,430.40 6.45 12.90 47,926.08 95,852.162 0.40 0.70 12.90 2,400.00 8,668.80 6.45 8.60 55,913.76 74,551.683 0.40 0.70 12.90 2,400.00 8,668.80 6.45 4.30 55,913.76 37,275.844 0.60 0.40 12.90 2,400.00 7,430.40 6.45 0.00 47,926.08 0.00
471,273.12 471,273.12
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASAS EN TRABES NIVEL 3EJE BASE ALTURA LARGO PESO VOL. C.M. X ML X Y (W)*(X) (W)*(Y)
A 0.60 0.30 12.9 2,400.00 5,572.80 0.000 6.450 0.00 35,944.56B 0.30 0.60 12.9 2,400.00 5,572.80 3.450 6.450 19,226.16 35,944.56C 0.30 0.60 12.9 2,400.00 5,572.80 6.450 6.450 35,944.56 35,944.56D 0.30 0.60 12.9 2,400.00 5,572.80 9.450 6.450 52,662.96 35,944.56E 0.60 0.30 12.9 2,400.00 5,572.80 12.900 6.450 71,889.12 35,944.561 0.60 0.30 12.9 2,400.00 5,572.80 6.450 12.900 35,944.56 71,889.122 0.30 0.60 12.9 2,400.00 5,572.80 6.450 8.600 35,944.56 47,926.083 0.30 0.60 12.9 2,400.00 5,572.80 6.450 4.300 35,944.56 23,963.044 0.60 0.30 12.9 2,400.00 5,572.80 6.450 0.000 35,944.56 0.00
323,501.04 323,501.04
CENTRO DE MASAS EN TRABES NIVEL 4EJE BASE ALTURA LARGO PESO VOL. C.M. X ML X Y (W)*(X) (W)*(Y)
A 0.60 0.30 12.9 2,400.00 5,572.80 0.000 6.450 0.00 35,944.56B 0.30 0.60 12.9 2,400.00 5,572.80 3.450 6.450 19,226.16 35,944.56C 0.30 0.60 12.9 2,400.00 5,572.80 6.450 6.450 35,944.56 35,944.56D 0.30 0.60 12.9 2,400.00 5,572.80 9.450 6.450 52,662.96 35,944.56E 0.60 0.30 12.9 2,400.00 5,572.80 12.900 6.450 71,889.12 35,944.561 0.60 0.30 12.9 2,400.00 5,572.80 6.450 12.900 35,944.56 71,889.122 0.30 0.60 12.9 2,400.00 5,572.80 6.450 8.600 35,944.56 47,926.083 0.30 0.60 12.9 2,400.00 5,572.80 6.450 4.300 35,944.56 23,963.044 0.60 0.30 12.9 2,400.00 5,572.80 6.450 0.000 35,944.56 0.00
323,501.04 323,501.04
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASAS COLUMNAS NIVEL 1EJE 1/2 PESO EN N1 1/2 PESO EN N2 Ʃ COLUMNAS X Y (W)*(X) (W)*(Y)
B1 1080.00 864.00 1944.00 3.45 6,706.80B2 900.00 576.00 1476.00 3.45 5,092.20B3 900.00 576.00 1476.00 3.45 5,092.20B4 1080.00 864.00 1944.00 3.45 6,706.80C1 1080.00 864.00 1944.00 6.45 12,538.80C2 900.00 576.00 1476.00 6.45 9,520.20C3 900.00 576.00 1476.00 6.45 9,520.20C4 10800.00 8640.00 19440.00 6.45 125,388.00D1 1080.00 864.00 1944.00 9.45 18,370.80D2 900.00 900.00 1800.00 9.45 17,010.00D3 900.00 576.00 1476.00 9.45 13,948.20D4 1080.00 864.00 1944.00 9.45 18,370.80E1 1296.00 1080.00 2376.00 12.90 30,650.40E2 1080.00 864.00 1944.00 12.90 25,077.60E3 1080.00 864.00 1944.00 12.90 25,077.60E4 1296.00 1080.00 2376.00 12.90 30,650.403A 1080.00 864.00 1944.00 4.30 8,359.203B 900.00 576.00 1476.00 4.30 6,346.803C 900.00 576.00 1476.00 4.30 6,346.803D 900.00 576.00 1476.00 4.30 6,346.803E 1080.00 864.00 1944.00 4.30 8,359.202A 1080.00 864.00 1944.00 8.60 16,718.402B 900.00 576.00 1476.00 8.60 12,693.602C 900.00 576.00 1476.00 8.60 12,693.602D 900.00 576.00 1476.00 8.60 12,693.602E 1080.00 864.00 1944.00 8.60 16,718.401A 1296.00 1080.00 2376.00 12.90 30,650.401B 1080.00 864.00 1944.00 12.90 25,077.601C 1080.00 8640.00 9720.00 12.90 125,388.001D 1080.00 864.00 1944.00 12.90 25,077.601E 1296.00 1080.00 2376.00 12.90 30,650.40
359,721.00 344,120.40
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASAS COLUMNAS NIVEL 2EJE 1/2 PESO EN N1 1/2 PESO EN N2 Ʃ COLUMNAS X Y (W)*(X) (W)*(Y)
B1 864.00 648.00 1512.00 3.45 5,216.40B2 576.00 324.00 900.00 3.45 3,105.00B3 576.00 324.00 900.00 3.45 3,105.00B4 864.00 648.00 1512.00 3.45 5,216.40C1 864.00 648.00 1512.00 6.45 9,752.40C2 576.00 324.00 900.00 6.45 5,805.00C3 576.00 324.00 900.00 6.45 5,805.00C4 864.00 648.00 1512.00 6.45 9,752.40D1 864.00 648.00 1512.00 9.45 14,288.40D2 576.00 324.00 900.00 9.45 8,505.00D3 576.00 324.00 900.00 9.45 8,505.00D4 864.00 648.00 1512.00 9.45 14,288.40E1 1080.00 864.00 1944.00 12.90 25,077.60E2 864.00 648.00 1512.00 12.90 19,504.80E3 864.00 648.00 1512.00 12.90 19,504.80E4 1080.00 864.00 1944.00 12.90 25,077.603A 864.00 648.00 1512.00 4.30 6,501.603B 576.00 324.00 900.00 4.30 3,870.003C 576.00 324.00 900.00 4.30 3,870.003D 576.00 324.00 900.00 4.30 3,870.003E 864.00 648.00 1512.00 4.30 6,501.602A 864.00 648.00 1512.00 8.60 13,003.202B 576.00 324.00 900.00 8.60 7,740.002C 576.00 324.00 900.00 8.60 7,740.002D 576.00 324.00 900.00 8.60 7,740.002E 864.00 648.00 1512.00 8.60 13,003.201A 1080.00 864.00 1944.00 12.90 25,077.601B 864.00 648.00 1512.00 12.90 19,504.801C 864.00 648.00 1512.00 12.90 19,504.801D 864.00 648.00 1512.00 12.90 19,504.801E 1080.00 864.00 1944.00 12.90 25,077.60
182,509.20 182,509.20
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASAS COLUMNAS NIVEL 3EJE 1/2 PESO EN N1 1/2 PESO EN N2 Ʃ COLUMNAS X Y (W)*(X) (W)*(Y)
B1 648.00 648.00 1296.00 3.45 4,471.20B2 324.00 324.00 648.00 3.45 2,235.60B3 324.00 324.00 648.00 3.45 2,235.60B4 648.00 648.00 1296.00 3.45 4,471.20C1 648.00 648.00 1296.00 6.45 8,359.20C2 324.00 324.00 648.00 6.45 4,179.60C3 324.00 324.00 648.00 6.45 4,179.60C4 648.00 648.00 1296.00 6.45 8,359.20D1 648.00 648.00 1296.00 9.45 12,247.20D2 324.00 324.00 648.00 9.45 6,123.60D3 324.00 324.00 648.00 9.45 6,123.60D4 648.00 648.00 1296.00 9.45 12,247.20E1 864.00 864.00 1728.00 12.90 22,291.20E2 648.00 648.00 1296.00 12.90 16,718.40E3 648.00 648.00 1296.00 12.90 16,718.40E4 864.00 864.00 1728.00 12.90 22,291.203A 648.00 648.00 1296.00 4.30 5,572.803B 324.00 324.00 648.00 4.30 2,786.403C 324.00 324.00 648.00 4.30 2,786.403D 324.00 324.00 648.00 4.30 2,786.403E 648.00 648.00 1296.00 4.30 5,572.802A 648.00 648.00 1296.00 8.60 11,145.602B 324.00 324.00 648.00 8.60 5,572.802C 324.00 324.00 648.00 8.60 5,572.802D 324.00 324.00 648.00 8.60 5,572.802E 648.00 648.00 1296.00 8.60 11,145.601A 864.00 864.00 1728.00 12.90 22,291.201B 648.00 648.00 1296.00 12.90 16,718.401C 648.00 648.00 1296.00 12.90 16,718.401D 648.00 648.00 1296.00 12.90 16,718.401E 864.00 864.00 1728.00 12.90 22,291.20
153,252.00 153,252.00
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASAS COLUMNAS NIVEL 4EJE 1/2 PESO EN N1 1/2 PESO EN N2 Ʃ COLUMNAS X Y (W)*(X) (W)*(Y)
B1 648.00 0.00 648.00 3.45 2,235.60B2 324.00 0.00 324.00 3.45 1,117.80B3 324.00 0.00 324.00 3.45 1,117.80B4 648.00 0.00 648.00 3.45 2,235.60C1 648.00 0.00 648.00 6.45 4,179.60C2 324.00 0.00 324.00 6.45 2,089.80C3 324.00 0.00 324.00 6.45 2,089.80C4 648.00 0.00 648.00 6.45 4,179.60D1 648.00 0.00 648.00 9.45 6,123.60D2 324.00 0.00 324.00 9.45 3,061.80D3 324.00 0.00 324.00 9.45 3,061.80D4 648.00 0.00 648.00 9.45 6,123.60E1 864.00 0.00 864.00 12.90 11,145.60E2 648.00 0.00 648.00 12.90 8,359.20E3 648.00 0.00 648.00 12.90 8,359.20E4 864.00 0.00 864.00 12.90 11,145.603A 648.00 0.00 648.00 4.30 2,786.403B 324.00 0.00 324.00 4.30 1,393.203C 324.00 0.00 324.00 4.30 1,393.203D 324.00 0.00 324.00 4.30 1,393.203E 648.00 0.00 648.00 4.30 2,786.402A 648.00 0.00 648.00 8.60 5,572.802B 324.00 0.00 324.00 8.60 2,786.402C 324.00 0.00 324.00 8.60 2,786.402D 324.00 0.00 324.00 8.60 2,786.402E 648.00 0.00 648.00 8.60 5,572.801A 864.00 0.00 864.00 12.90 11,145.601B 648.00 0.00 648.00 12.90 8,359.201C 648.00 0.00 648.00 12.90 8,359.201D 648.00 0.00 648.00 12.90 8,359.201E 864.00 0.00 864.00 12.90 11,145.60
76,626.00 76,626.00
EQUIPO 4DISEÑO SISMICO Y EOLICO
CENTRO DE MASA NIVEL 1 (W)*(X) (W)*(Y) PESO DEL ENTREPISO 207,877.68
COLUMNAS 359,721.00 344,120.40 CENTRO DE MASA X 6.85TRABES 541,165.32 541,165.32 CENTRO DE MASA Y 6.78LOSAS 523,792.12 523,792.12
1,424,678.44 1,409,077.84
CENTRO DE MASA NIVEL 2 (W)*(X) (W)*(Y) PESO DEL ENTREPISO 187,105.68
COLUMNAS 182,509.20 182,509.20 CENTRO DE MASA X 6.29TRABES 471,273.12 471,273.12 CENTRO DE MASA Y 6.29LOSAS 523,792.12 523,792.12
1,177,574.44 1,177,574.44
CENTRO DE MASA NIVEL 3 (W)*(X) (W)*(Y) PESO DEL ENTREPISO 155,123.28
COLUMNAS 153,252.00 153,252.00 CENTRO DE MASA X 6.45TRABES 323,501.04 323,501.04 CENTRO DE MASA Y 6.45LOSAS 523,792.12 523,792.12
1,000,545.16 1,000,545.16
CENTRO DE MASA NIVEL 4 (W)*(X) (W)*(Y) PESO DEL ENTREPISO 134,109.18
COLUMNAS 76,626.00 76,626.00 CENTRO DE MASA X 5.88TRABES 323,501.04 323,501.04 CENTRO DE MASA Y 5.88LOSAS 388,251.17 388,251.17
788,378.21 788,378.21
EQUIPO 4DISEÑO SISMICO Y EOLICO
MOMENTO DE INERCIA DE LAS ESTRUCTURASESTRUCTURAS SECCION (CM) SECCION (CM³) INERCIA
NIVEL COLUMNA TRABE BASE ALTURA ALTURA³1° Y 2° T1 60.00 40.00 216,000.00 64,000.00 320,000.00 720,000.00
1° T2 50.00 70.00 125,000.00 343,000.00 1,429,166.67 729,166.672° T3 40.00 70.00 64,000.00 343,000.00 1,143,333.33 373,333.33
3° Y 4° T4 60.00 30.00 216,000.00 27,000.00 135,000.00 540,000.003° Y 4° T5 30.00 60.00 27,000.00 216,000.00 540,000.00 135,000.00
1° C1 60.00 60.00 216,000.00 216,000.00 1,080,000.00 1,080,000.001° Y 2° C2 60.00 50.00 216,000.00 125,000.00 625,000.00 900,000.00
1° C3 50.00 50.00 125,000.00 125,000.00 520,833.33 520,833.332°, 3° Y 4° C4 60.00 40.00 216,000.00 64,000.00 320,000.00 720,000.00
2° C5 40.00 40.00 64,000.00 64,000.00 213,333.33 213,333.333° Y 4° C6 60.00 30.00 216,000.00 27,000.00 135,000.00 540,000.003° Y 4° C7 30.00 30.00 27,000.00 27,000.00 67,500.00 67,500.00
BASE³ Ix Iy
EQUIPO 4DISEÑO SISMICO Y EOLICO
RIGIDEZ EN EJE XEJE NIVEL TRAB./COL. PZA IX IY L ó H I/L I/H TOTAL ∑
1 Y 4 N1 T1 2.00 320,000.00 345.00 927.54 1,855.072.00 320,000.00 300.00 1,066.67 2,133.33 3,988.41
1 Y 4 N2 T1 2.00 320,000.00 345.00 927.54 1,855.072.00 320,000.00 300.00 1,066.67 2,133.33 3,988.41
1 Y 4 N3 T4 2.00 135,000.00 345.00 391.30 782.612.00 135,000.00 300.00 450.00 900.00 1,682.61
1 Y 4 N4 T4 2.00 135,000.00 345.00 391.30 782.612.00 135,000.00 300.00 450.00 900.00 1,682.61
2 Y 3 N1 T2 2.00 1,429,166.67 345.00 4,142.51 8,285.022.00 1,429,166.67 300.00 4,763.89 9,527.78 17,812.80
2 Y 3 N2 T3 2.00 1,143,333.33 345.00 3,314.01 6,628.022.00 1,143,333.33 300.00 3,811.11 7,622.22 14,250.24
2 Y 3 N3 T5 2.00 540,000.00 345.00 1,565.22 3,130.432.00 540,000.00 300.00 1,800.00 3,600.00 6,730.43
2 Y 3 N4 T5 2.00 540,000.00 345.00 1,565.22 3,130.432.00 540,000.00 300.00 1,800.00 3,600.00 6,730.43
1 Y 4 N1 C1 2.00 1,080,000.00 300.00 3,600.00 7,200.00C2 3.00 900,000.00 300.00 3,000.00 9,000.00 16,200.00
2 Y 3 N1 C2 2.00 900,000.00 300.00 3,000.00 6,000.00C3 3.00 520,833.33 300.00 1,736.11 5,208.33 11,208.33
1 Y 4 N2 C2 2.00 900,000.00 300.00 3,000.00 6,000.00C4 3.00 720,000.00 300.00 2,400.00 7,200.00 13,200.00
2 Y 3 N2 C4 2.00 720,000.00 300.00 2,400.00 4,800.00C5 3.00 213,333.33 300.00 711.11 2,133.33 6,933.33
1 Y 4 N3 Y N4 C4 2.00 720,000.00 300.00 2,400.00 4,800.00C6 3.00 540,000.00 300.00 1,800.00 5,400.00 10,200.00
2 Y 3 N3 Y N4 C6 2.00 540,000.00 300.00 1,800.00 3,600.00C7 3.00 67,500.00 300.00 225.00 675.00 4,275.00
EQUIPO 4DISEÑO SISMICO Y EOLICO
RIGIDEZ EN EJE YEJE NIVEL TRAB./COL. PZA IX IY L ó H I/L I/H TOTAL ∑
A Y E N1 T1 3.00 320,000.00 430.00 744.19 2,232.56 2,232.56B, C Y D N1 T2 3.00 1,429,166.67 430.00 3,323.64 9,970.93 9,970.93
A Y E N2 T1 3.00 320,000.00 430.00 744.19 2,232.56 2,232.56B, C Y D N2 T3 3.00 1,143,333.33 430.00 2,658.91 7,976.74 7,976.74
A Y E N3 Y N4 T4 3.00 135,000.00 430.00 313.95 941.86 941.86B, C Y D N3 Y N4 T5 3.00 540,000.00 430.00 1,255.81 3,767.44 3,767.44
A Y E N1 C1 2.00 1,080,000.00 300.00 3,600.00 7,200.00A Y E C2 2.00 625,000.00 300.00 2,083.33 4,166.67 11,366.67
B, C Y D N1 C2 2.00 625,000.00 300.00 2,083.33 4,166.67B, C Y D C3 2.00 520,833.33 300.00 1,736.11 3,472.22 7,638.89
A Y E N2 C2 2.00 625,000.00 300.00 2,083.33 4,166.67A Y E C4 2.00 320,000.00 300.00 1,066.67 2,133.33 6,300.00
B, C Y D N2 C4 2.00 320,000.00 300.00 1,066.67 2,133.33B, C Y D C5 2.00 213,333.33 300.00 711.11 1,422.22 3,555.56
A Y E N3 Y N4 C4 2.00 320,000.00 300.00 1,066.67 2,133.33A Y E C6 2.00 135,000.00 300.00 450.00 900.00 3,033.33
B, C Y D N3 Y N4 C6 2.00 135,000.00 300.00 450.00 900.00B, C Y D C7 2.00 67,500.00 300.00 225.00 450.00 1,350.00
EQUIPO 4DISEÑO SISMICO Y EOLICO
RIGIDEZ DEL EDIFICIO, CON FORMULAS DE WILBUR
E= 10000(√F'C)E= 10000.00 (√F'C)E= 141,421.36 KG/CM2 141.42 TON/CM2
1 2 3 4 5 6 7 8 9 10
EJE ∑Kc1 (CM3) ∑Kt1 (CM3) 48E 4(1)/(2) h1+h2 (3)+(2)/12 (6)/(7) (1)*(5)+(8) (4)/(9)
A Y E 300.00 11,366.67 2,232.56 6,788.23 0.10557 600.00 3,179.78 0.18869 88.28 76.891 Y 4 300.00 16,200.00 3,988.41 6,788.23 0.07407 600.00 5,338.41 0.11239 55.94 121.35
B,C Y D 300.00 7,638.89 9,970.93 6,788.23 0.15709 600.00 10,607.50 0.05656 64.10 105.912 Y 3 300.00 11,208.33 17,812.80 6,788.23 0.10706 600.00 18,746.83 0.03201 41.72 162.71
ALTURA DE ENTREPISO
R1= 48𝐸/(ℎ1 (4ℎ1/(∑𝐾𝑐1)+(ℎ1+ℎ2)/(∑𝐾𝑡1+(∑𝐾𝑐1)/12)))
EQUIPO 4DISEÑO SISMICO Y EOLICO
RIGIDEZ DEL EDIFICIO, CON FORMULAS DE WILBURE= 10000(√F'C)E= 10000.00 (√F'C)E= 141,421.36 KG/CM2 141.42 TON/CM2
1 2 3 4 5 6 7 8 9 10
EJE ∑Kc2 ∑Kt1 ∑Kt2 ∑Kc1 48E 4*(1)/(2) (1)*2/(3)+(5)/12 (1)*2/(4) (6)/(1)*((7)+(8)+(9))
A Y E 300.00 6,300.00 2,232.56 2,232.56 11,366.67 6,788.23 0.19048 0.18869 0.26875 34.921 Y 4 300.00 13,200.00 3,988.41 3,988.41 16,200.00 6,788.23 0.09091 0.11239 0.15044 63.97
B,C Y D 300.00 3,555.56 9,970.93 7,976.74 7,638.89 6,788.23 0.33750 0.05656 0.07522 48.222 Y 3 300.00 6,933.33 17,812.80 14,250.24 11,208.33 6,788.23 0.17308 0.03201 0.04210 91.54
ALTURA DE ENTREPISO
R2= 48𝐸/(ℎ2 (4ℎ2/(∑𝐾𝑐2) + (ℎ1+ℎ2)/(∑𝐾𝑡1+(∑𝐾𝑐1)/12)+(ℎ2+ℎ3)/(∑𝐾𝑡2) ))
EQUIPO 4DISEÑO SISMICO Y EOLICO
RIGIDEZ DEL EDIFICIO, CON FORMULAS DE WILBURE= 10000(√F'C)E= 10000.00 (√F'C)E= 141,421.36 KG/CM2 141.42 TON/CM2
NIVEL 31 2 3 4 5 6 7 8 9 10
EJE/NIVEL ∑Kcn(N3) ∑Ktm(N2) ∑Ktn(N3) 48E 4(1)/(2) (1)*2/(3) (1)*2/(4) (1)*((6)+(7)+(8) (5)/(9)
A Y E 300.00 3,033.33 2,232.56 941.86 6,788.23 0.39560 0.26875 0.63704 390.42 17.391 Y 4 300.00 10,200.00 3,988.41 1,682.61 6,788.23 0.11765 0.15044 0.35659 187.40 36.22
B,C Y D 300.00 1,350.00 7,976.74 3,767.44 6,788.23 0.88889 0.07522 0.15926 337.01 20.142 Y 3 300.00 4,275.00 14,250.24 6,730.43 6,788.23 0.28070 0.04210 0.08915 123.59 54.93
NIVEL 41 2 3 4 5 6 7 8 9 10
EJE/NIVEL ∑Kcn(N4) ∑Ktm(N3) ∑Ktn(N4) 48E 4(1)/(2) (1)*2/(3) (1)*2/(4) (1)*((6)+(7)+(8) (5)/(9)
A Y E 300.00 3,033.33 941.86 941.86 6,788.23 0.39560 0.63704 0.63704 500.90 13.551 Y 4 300.00 10,200.00 1,682.61 1,682.61 6,788.23 0.11765 0.35659 0.35659 249.25 27.23
B,C Y D 300.00 1,350.00 3,767.44 3,767.44 6,788.23 0.88889 0.15926 0.15926 362.22 18.742 Y 3 300.00 4,275.00 6,730.43 6,730.43 6,788.23 0.28070 0.08915 0.08915 137.70 49.30
ALTURA DE ENTREPISO
ALTURA DE ENTREPISO
Rn= 48𝐸/(ℎ_𝑛 ((4ℎ_𝑛)/(∑𝐾𝑐_𝑛 ) + (ℎ_𝑛+ℎ_𝑚)/(∑𝐾𝑡_𝑚 )+(ℎ_𝑛+ℎ_𝑜)/(∑𝐾𝑡_𝑛 ) ))
EQUIPO 4DISEÑO SISMICO Y EOLICO
RIGIDECES POR EJES
EJE N1 N2 N3 N4EJE Y
A 76.89 34.92 17.39 13.55
B 105.91 48.22 20.14 18.74
C 105.91 48.22 20.14 18.74
D 105.91 48.22 20.14 18.74
E 76.89 34.92 17.39 13.55SUM 471.51 214.50 95.20 83.32
EJE X1 121.35 63.97 36.22 27.242 162.71 91.54 54.93 49.303 162.71 91.54 54.93 49.304 121.35 63.97 36.22 27.24
SUM 568.12 311.02 182.30 153.08
EQUIPO 4DISEÑO SISMICO Y EOLICO
Acumulada Deformaciones parciales
NIVEL Wi (Ton) Hi (Mt) Wi Hi Fix Fiy Rix Riy ∆x=Fix/Rix ∆y=Fiy/Riy X Y FixXi FiyYi4 134.10 12.00 1609.20 18.54 18.54 153.08 83.32 0.12 0.22 0.26 0.473 155.12 9.00 1396.08 16.08 16.08 182.30 95.20 0.09 0.17 0.14 0.242 187.10 6.00 1122.60 12.93 12.93 311.02 214.50 0.04 0.06 0.05 0.081 207.87 3.00 623.61 7.18 7.18 568.12 471.51 0.01 0.02 0.01 0.02
684.19 4751.49
Fix= Wihi/(C/Qx)*WTFiy= Wihi/(C/Qx)*WT
C/Qx= 0.0800C/QY= 0.0800
Fzasiniciales
Rigidecespor nivel
deformacionesacumuladas
WiXi2 WiYi2
