Cuadros Alba.xlsx
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Area total de techos = 112.564 10.52 10.7 Longitud total de muros 58.64 m en eje X 1.15 0.92 0.87 en eje Y 9.23 4.83 4.42
1.6
0.95
1.38
0.95
1.72
0.8
1.77
2.1
4.42
1.32
10.27
38.36
Pesos Techos Losas Muros Piso terminado vidrios puertas
carga viva
112.564 70 4 112.564 4 39.14 4 19.5 4 112.564 4 7 4 1 4 0.9 4 0.8 4 112.564
= 0.12 0.15 0.24 100 = 1.6 2.4 2.4 2.4 0.25
7879.48 kp 129673.73 kp 2400 = 101451 kp 2.4 1800 = 80870.4 kp 2.4 1800 = 45025.6 kp 0.85 0.04 0.04 0.04 200 =
Peso Total = Fuerza Sismica
V=𝑍𝑈𝐶𝑆/ 𝑅�*P
a. Factor uso "U"
Vivienda tipo C = edificacion comun
U=1.0 b. Factor de Zona "Z" Zona=2
Z = 0.3 c. Factor de Suelo "S" Suelo tipo = intermedio S = 1.2 Tp = 0.6 d. Amplificaion Sismica "C" T = hm/CT T=
20 = 650 650 650
761.6 kp 1= 3= 2=
22512.8 388,848.4 Kp
249.6 kp 224.64 kp 199.68 kp
0.8
C = 2.5 (Tp/T) menor 2.5
V=
V= V=
0.3
58327.26 kg 58.33 tn
1 6
1.2
2.5
*
388,848.4
2.09
1.5
Z U S Tp hm T C R P V
2.72
0.92
0.9
1.01
20.28
PARAMETROS PARA ANALISIS 0.30 Edificio ubicado la Zona sísmica 3¿2. 1.00 Edificación común destinada a vivienda, categoría C. 1.20 Terreno de cimentación Intermedio. Perfil tipo S2. 0.60 Periodo final del espectro para perfil tipo S2. 10.08 Altura del edificio. 0.17 T=hm/CT; donde CT=60 para muros de mampostería y corte. 2.50 C=2.5*Tp/T ≤ 2.5; En nuestro caso C=2.5 6.00 388.85 Peso Total del edificio con 25% de sobrecarga 58.33 Cortante Basal (P*ZUCS/R).
P
=
58.33
FUERZA SISMICA 0.4*P 0.3*P 0.2*P 0.1*P
Fi (tn) 23.33 17.50 11.67 5.83
Vi (tn) 23.33 40.83 52.49 58.33
P4 = P3 = P2 = P1 =
l= a= e=
Propiedad del ladrillo
24 13 9
V4 = V3 = V2 = V1 =
0.4 0.3 0.2 0.1
H H H H
4(h/l)^3 36.358 71.012 39.359 22.475 64.495 21.041 64.495 10.867 108.000 108.000 6.057
3(h/l) 6.261 7.826 6.429 5.333 7.579 5.217 7.579 4.186 9.000 9.000 3.445
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199
cm cm cm
CALCULO DE LAS RIGIDECESBDE LOS MUROS MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
l 115 92 112 135 95 138 95 172 80 80 209
h 240 240 240 240 240 240 240 240 240 240 240
t 13 13 13 13 13 24 24 13 13 13 13
EM 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8
12x 13X 14x 15x 16x
150 272 92 90 101
240 240 240 240 240
13 13 13 13 13
3.8 3.8 3.8 3.8 3.8
16.384 2.748 71.012 75.852 53.670
4.800 2.647 7.826 8.000 7.129
2.332 9.157 0.627 0.589 0.813
MURO
l 923 483 442 177 210 442 132 1027
h 240 240 240 240 240 240 240 240
t 24 13 13 13 13 13 13 24
EM 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8
4(h/l)^3 0.070 0.491 0.640 9.972 5.971 0.640 24.042 0.051
3(h/l) 0.780 1.491 1.629 4.068 3.429 1.629 5.455 0.701
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257
1y 2y 3y 4y 5y 6y 7y 8y
ALBAÑILERIA CALCULO DEL CENTRO DE RIGIDES "Y" MURO 1y 2y 3y 4y 5y 6y 7y 8y
Ryi 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257
Xi 0.120 4.710 4.710 7.260 7.260 7.260 8.310 10.580
Ryi*Xi 12.869 117.428 102.530 25.545 38.156 158.040 13.917 1282.902
XR
=
5.70
307.420468
1751.388
CALCULO DEL CENTRO DE RIGIDES "X" MURO 1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
Rxi 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813 32.907
Yi 10.45 10.45 10.45 10.45 8.83 7.285 7.285 7.73 5.63 5.63 5.06 4.48 0.065 0.065 0.065 0.065
Rxi*Yi 12.113 6.548 11.275 18.564 6.052 25.303 9.218 25.368 2.377 2.377 26.307 10.447 0.595 0.041 0.038 0.053 156.675
YR
=
CALCULO DE CENTRO DE MASA MURO 1y
l
e
h
9.230
0.240
2.400
Pi 9569.664
Yi 5.9
Pi*Yi 56461.018
4.76
2y 3y 4y 5y 6y 7y 8y
4.830 4.420 1.770 2.100 4.420 1.320 10.270
0.130 0.130 0.130 0.130 0.130 0.130 0.240
2.400 2.400 2.400 2.400 2.400 2.400 2.400
2712.528 2482.272 994.032 1179.360 2482.272 741.312 10647.936 30809.376
7.97 2.34 9.51 6.61 2.34 5.06 5.19
21618.848 5808.516 9453.244 7795.570 5808.516 3751.039 55262.788 165959.539
MURO 1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l
e 0.13 0.13 0.13 0.13 0.13 0.24 0.24 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
h 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4
Pi 64584.00 51667.20 62899.20 75816.00 53352.00 143078.40 98496.00 96595.20 44928.00 44928.00 117374.40 84240.00 152755.20 51667.20 50544.00 56721.60 1249646.40
Xi 2.44 5.11 7.03 9.90 5.25 0.93 4.16 6.46 5.17 6.80 9.40 5.52 1.36 5.11 7.64 10.20
Pi*Xi 157584.96 264019.39 442181.38 750578.40 280098.00 133062.91 409743.36 624004.99 232277.76 305510.40 1103319.36 465004.80 207747.07 264019.39 386156.16 578560.32 6603868.66
115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
Calculo de las Excentricidades
Yg
=
Xg
=
ex=Xg-Xr ex=
-0.412
eaccX=0.05Dx eaccX=
0.535
ey=Yg-Yr ey=
0.626
eaccY=0.05Dy eaccY=
0.526
Calculo del Momento torsor por Niveles 4to Nivel Mty=Vn(1.5ex+eaccX) Mty= 26.92
Mty=Vn(ex-eaccX) Mty=
-2.86
Mtx=Vn(1.5ey+eaccY) Mtx= 34.16
Mtx=Vn(ey-eaccY) Mtx=
2.32
Mty=Vn(1.5ex+eaccX) Mty= 47.10
Mty=Vn(ex-eaccX) Mty=
-5.00
Mtx=Vn(1.5ey+eaccY) Mtx= 59.79
Mtx=Vn(ey-eaccY) Mtx=
4.06
Mty=Vn(ex-eaccX) Mty=
-6.43
3er Nivel
2do Nivel Mty=Vn(1.5ex+eaccX) Mty= 60.56
Mtx=Vn(1.5ey+eaccY) Mtx= 76.87
Mtx=Vn(ey-eaccY) Mtx=
5.23
Mty=Vn(1.5ex+eaccX) Mty= 67.29
Mty=Vn(ex-eaccX) Mty=
-7.15
Mtx=Vn(1.5ey+eaccY) Mtx= 85.41
Mtx=Vn(ey-eaccY) Mtx=
5.81
1er Nivel
CALCULO DE LAS CORTANTES POR MURO PARA 4TO NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813 32.907
V 821.80 444.25 764.93 1259.50 485.95 2462.49 897.14 2326.71 299.35 299.35 3685.99 1653.33 6492.10 444.25 417.69 576.07
V 0.82 0.44 0.76 1.26 0.49 2.46 0.90 2.33 0.30 0.30 3.69 1.65 6.49 0.44 0.42 0.58
MURO
1y 2y 3y 4y 5y 6y 7y 8y
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
V 8139.12 1892.12 1652.07 267.04 398.86 1652.07 127.10 9202.52
V 8.14 1.89 1.65 0.27 0.40 1.65 0.13 9.20
CALCULO DE LAS CORTANTES POR MURO PARA 3ER NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589
V 1438.14 777.45 1338.63 2204.12 850.41 4309.35 1569.99 4071.75 523.86 523.86 6450.48 2893.32 11361.18 777.45 730.96
V 1.44 0.78 1.34 2.20 0.85 4.31 1.57 4.07 0.52 0.52 6.45 2.89 11.36 0.78 0.73
16x
0.813
1008.12
1.01
V 14243.45 3311.21 2891.13 467.31 698.01 2891.13 222.43 16104.41
V 14.24 3.31 2.89 0.47 0.70 2.89 0.22 16.10
32.907
MURO
1y 2y 3y 4y 5y 6y 7y 8y
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
CALCULO DE LAS CORTANTES POR MURO PARA 2DO NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199
V 1849.04 999.57 1721.10 2833.87 1093.39 5540.60 2018.56 5235.11 673.54 673.54 8293.48
V 1.85 1.00 1.72 2.83 1.09 5.54 2.02 5.24 0.67 0.67 8.29
12x 13X 14x 15x 16x
MURO
1y 2y 3y 4y 5y 6y 7y 8y
2.332 9.157 0.627 0.589 0.813 32.907
3719.98 14607.23 999.57 939.80 1296.15
3.72 14.61 1.00 0.94 1.30
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
V 18313.01 4257.27 3717.17 600.83 897.44 3717.17 285.98 20705.67
V 18.31 4.26 3.72 0.60 0.90 3.72 0.29 20.71
CALCULO DE LAS CORTANTES POR MURO PARA 1ER NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282
V 2054.49 1110.64 1912.33 3148.74 1214.87 6156.22 2242.84 5816.79
V 2.05 1.11 1.91 3.15 1.21 6.16 2.24 5.82
9x 10x 11x 12x 13X 14x 15x 16x
MURO
1y 2y 3y 4y 5y 6y 7y 8y
0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813 32.907
748.38 748.38 9214.98 4133.32 16230.26 1110.64 1044.22 1440.17
0.75 0.75 9.21 4.13 16.23 1.11 1.04 1.44
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
V 20347.79 4730.30 4130.18 667.59 997.16 4130.18 317.76 23006.30
V 20.35 4.73 4.13 0.67 1.00 4.13 0.32 23.01
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 4TO NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
821.80 444.25 764.93 1259.50 485.95 2462.49 897.14 2326.71 299.35 299.35 3685.99 1653.33 6492.10 444.25 417.69 576.07
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
8139.12 1892.12 1652.07 267.04 398.86 1652.07 127.10
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*Y 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(Y-Yr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(Y-Yr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
9202.52
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 3ER NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
1438.14 777.45 1338.63 2204.12 850.41 4309.35 1569.99 4071.75 523.86 523.86 6450.48 2893.32 11361.18 777.45 730.96 1008.12
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
14243.45 3311.21 2891.13 467.31 698.01 2891.13 222.43
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*X 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(X-Xr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(X-Xr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
16104.41
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 2DO NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
1849.04 999.57 1721.10 2833.87 1093.39 5540.60 2018.56 5235.11 673.54 673.54 8293.48 3719.98 14607.23 999.57 939.80 1296.15
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
18313.01 4257.27 3717.17 600.83 897.44 3717.17 285.98
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*X 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(X-Xr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(X-Xr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
20705.67
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 1ER NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
2054.49 1110.64 1912.33 3148.74 1214.87 6156.22 2242.84 5816.79 748.38 748.38 9214.98 4133.32 16230.26 1110.64 1044.22 1440.17
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
20347.79 4730.30 4130.18 667.59 997.16 4130.18 317.76
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*X 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(X-Xr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(X-Xr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
23006.30
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
5.39
5.28
34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94
2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53
26916.46 26916.46 26916.46 26916.46 26916.46 26916.46 26916.46 26916.46
-2859.08 -2859.08 -2859.08 -2859.08 -2859.08 -2859.08 -2859.08 -2859.08
76868.86 76868.86
5225.69 5225.69
60562.04 60562.04
-6432.93 -6432.93
76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86
5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69
60562.04 60562.04 60562.04 60562.04 60562.04 60562.04
-6432.93 -6432.93 -6432.93 -6432.93 -6432.93 -6432.93
dV1 0.2987 0.1615 0.2780 0.4578 0.1263 0.3971 0.1447 0.4413 0.2675 0.2675 1.1329 -0.4779 -31.3497 -1.0726 -1.0085 -1.3909
dV1 -21.3450 -0.8782 -0.7668 0.1963 0.2931 1.2142 0.1562
dV2 0.0203 0.0110 0.0189 0.0311 0.0086 0.0270 0.0098 0.0300 0.0182 0.0182 0.0770 -0.0325 -2.1312 -0.0729 -0.0686 -0.0946
dV2 2.2673 0.0933 0.0814 -0.0208 -0.0311 -0.1290 -0.0166
V1 822.10 444.42 765.21 1259.96 486.08 2462.89 897.28 2327.16 299.62 299.62 3687.12 1652.85 6460.75 443.18 416.68 574.68
V1 8117.77 1891.24 1651.31 267.23 399.16 1653.29 127.26
V2 821.82 444.27 764.95 1259.53 485.96 2462.52 897.15 2326.74 299.37 299.37 3686.07 1653.29 6489.97 444.18 417.62 575.97
V2 8141.38 1892.21 1652.15 267.02 398.83 1651.94 127.09
V 822.10 444.42 765.21 1259.96 486.08 2462.89 897.28 2327.16 299.62 299.62 3687.12 1653.29 6489.97 444.18 417.62 575.97
V 8141.38 1892.21 1652.15 267.23 399.16 1653.29 127.26
21.1302
-2.2445
9223.65
9200.28
9223.65
dV1 0.5227 0.2826 0.4865 0.8011 0.2211 0.6949 0.2532 0.7723 0.4681 0.4681 1.9825 -0.8363 -54.8621 -1.8771 -1.7649 -2.4341
dV1 -37.3537 -1.5369 -1.3419 0.3435 0.5130 2.1249 0.2733
dV2 0.0355 0.0192 0.0331 0.0545 0.0150 0.0472 0.0172 0.0525 0.0318 0.0318 0.1348 -0.0569 -3.7296 -0.1276 -0.1200 -0.1655
dV2 3.9677 0.1632 0.1425 -0.0365 -0.0545 -0.2257 -0.0290
V1
V2
V
1438.67 777.73 1339.12 2204.92 850.63 4310.05 1570.24 4072.52 524.33 524.33 6452.47 2892.48 11306.32 775.57 729.19 1005.69
1438.18 777.46 1338.66 2204.18 850.43 4309.40 1570.01 4071.80 523.90 523.90 6450.62 2893.26 11357.45 777.32 730.84 1007.95
1438.67 777.73 1339.12 2204.92 850.63 4310.05 1570.24 4072.52 524.33 524.33 6452.47 2893.26 11357.45 777.32 730.84 1007.95
V1
V2
V
14206.10 3309.67 2889.79 467.66 698.52 2893.25 222.70
14247.42 3311.37 2891.27 467.28 697.96 2890.90 222.40
14247.42 3311.37 2891.27 467.66 698.52 2893.25 222.70
36.9779
-3.9278
16141.39
16100.48
16141.39
dV1 0.6720 0.3633 0.6255 1.0300 0.2842 0.8934 0.3255 0.9930 0.6018 0.6018 2.5489 -1.0753 -70.5369 -2.4134 -2.2691 -3.1295
dV1 -48.0262 -1.9760 -1.7253 0.4416 0.6596 2.7320 0.3514
dV2 0.0457 0.0247 0.0425 0.0700 0.0193 0.0607 0.0221 0.0675 0.0409 0.0409 0.1733 -0.0731 -4.7952 -0.1641 -0.1543 -0.2127
dV2 5.1014 0.2099 0.1833 -0.0469 -0.0701 -0.2902 -0.0373
V1
V2
V
1849.71 999.94 1721.72 2834.90 1093.67 5541.49 2018.88 5236.10 674.14 674.14 8296.03 3718.91 14536.70 997.16 937.53 1293.02
1849.09 999.60 1721.14 2833.94 1093.41 5540.66 2018.58 5235.17 673.58 673.58 8293.65 3719.91 14602.44 999.41 939.65 1295.94
1849.71 999.94 1721.72 2834.90 1093.67 5541.49 2018.88 5236.10 674.14 674.14 8296.03 3719.91 14602.44 999.41 939.65 1295.94
V1
V2
V
18264.98 4255.29 3715.44 601.27 898.10 3719.90 286.33
18318.11 4257.48 3717.35 600.79 897.37 3716.88 285.94
18318.11 4257.48 3717.35 601.27 898.10 3719.90 286.33
47.5430
-5.0500
20753.21
20700.62
20753.21
dV1 0.7467 0.4037 0.6950 1.1444 0.3158 0.9927 0.3617 1.1033 0.6686 0.6686 2.8322 -1.1948 -78.3744 -5.3632 -5.0425 -6.9544
dV1 -53.3625 -2.1955 -1.9170 0.4907 0.7329 3.0355 0.3904
dV2 0.0508 0.0274 0.0473 0.0778 0.0215 0.0675 0.0246 0.0750 0.0455 0.0455 0.1925 -0.0812 -5.3280 -0.3646 -0.3428 -0.4728
dV2 5.6682 0.2332 0.2036 -0.0521 -0.0778 -0.3224 -0.0415
V1
V2
V
2055.24 1111.04 1913.02 3149.89 1215.19 6157.21 2243.20 5817.89 749.05 749.05 9217.81 4132.12 16151.88 1105.27 1039.18 1433.22
2054.54 1110.66 1912.38 3148.82 1214.89 6156.29 2242.87 5816.86 748.42 748.42 9215.17 4133.23 16224.93 1110.27 1043.88 1439.70
2055.24 1111.04 1913.02 3149.89 1215.19 6157.21 2243.20 5817.89 749.05 749.05 9217.81 4133.23 16224.93 1110.27 1043.88 1439.70
V1
V2
V
20294.43 4728.10 4128.27 668.08 997.89 4133.22 318.15
20353.46 4730.53 4130.39 667.54 997.08 4129.86 317.71
20353.46 4730.53 4130.39 668.08 997.89 4133.22 318.15
52.8256
-5.6112
23059.13
23000.69
23059.13
MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
Direccion X- X l e 115 13 92 13 87 13 160 13 95 13 138 24 95 24 172 13 80 13 80 13 209 13 150 13 272 13 92 13 36 13 152 13
l*e 1495 1196 1131 2080 1235 3312 2280 2236 1040 1040 2717 1950 3536 1196 468 1976 28888
ΣL.t.N = 28888 Area de Planta (Ap)= 1125640 ΣL.t.N / Ap = 0.0257
MURO
1y 2y 3y 4y 5y 6y 7y 8y
Direccion y - y l 923 483 442 177 210 442 132 1027
Area de Planta (Ap)= ΣL.t.N / Ap =
Direccion y - y e 24 13 13 13 13 13 13 24
l*e 22152 6279 5746 2301 2730 5746 1716 24648 71318
ΣL.t.N = 71318 Area de Planta (Ap)= 1125640 ΣL.t.N / Ap = 0.0634
1.6
0.95
1.38
0.95
1.72
0.8
1.77
2.1
4.42
1.32
10.27
38.36
Pesos Techos Losas Muros Piso terminado vidrios puertas
carga viva
112.564 70 4 112.564 4 39.14 4 19.5 4 112.564 4 7 4 1 4 0.9 4 0.8 4 112.564
= 0.12 0.15 0.24 100 = 1.6 2.4 2.4 2.4 0.25
7879.48 kp 129673.73 kp 2400 = 101451 kp 2.4 1800 = 80870.4 kp 2.4 1800 = 45025.6 kp 0.85 0.04 0.04 0.04 200 =
Peso Total = Fuerza Sismica
V=𝑍𝑈𝐶𝑆/ 𝑅�*P
a. Factor uso "U"
Vivienda tipo C = edificacion comun
U=1.0 b. Factor de Zona "Z" Zona=2
Z = 0.3 c. Factor de Suelo "S" Suelo tipo = intermedio S = 1.2 Tp = 0.6 d. Amplificaion Sismica "C" T = hm/CT T=
20 = 650 650 650
761.6 kp 1= 3= 2=
22512.8 388,848.4 Kp
249.6 kp 224.64 kp 199.68 kp
0.8
C = 2.5 (Tp/T) menor 2.5
V=
V= V=
0.3
58327.26 kg 58.33 tn
1 6
1.2
2.5
*
388,848.4
2.09
1.5
Z U S Tp hm T C R P V
2.72
0.92
0.9
1.01
20.28
PARAMETROS PARA ANALISIS 0.30 Edificio ubicado la Zona sísmica 3¿2. 1.00 Edificación común destinada a vivienda, categoría C. 1.20 Terreno de cimentación Intermedio. Perfil tipo S2. 0.60 Periodo final del espectro para perfil tipo S2. 10.08 Altura del edificio. 0.17 T=hm/CT; donde CT=60 para muros de mampostería y corte. 2.50 C=2.5*Tp/T ≤ 2.5; En nuestro caso C=2.5 6.00 388.85 Peso Total del edificio con 25% de sobrecarga 58.33 Cortante Basal (P*ZUCS/R).
P
=
58.33
FUERZA SISMICA 0.4*P 0.3*P 0.2*P 0.1*P
Fi (tn) 23.33 17.50 11.67 5.83
Vi (tn) 23.33 40.83 52.49 58.33
P4 = P3 = P2 = P1 =
l= a= e=
Propiedad del ladrillo
24 13 9
V4 = V3 = V2 = V1 =
0.4 0.3 0.2 0.1
H H H H
4(h/l)^3 36.358 71.012 39.359 22.475 64.495 21.041 64.495 10.867 108.000 108.000 6.057
3(h/l) 6.261 7.826 6.429 5.333 7.579 5.217 7.579 4.186 9.000 9.000 3.445
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199
cm cm cm
CALCULO DE LAS RIGIDECESBDE LOS MUROS MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
l 115 92 112 135 95 138 95 172 80 80 209
h 240 240 240 240 240 240 240 240 240 240 240
t 13 13 13 13 13 24 24 13 13 13 13
EM 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8
12x 13X 14x 15x 16x
150 272 92 90 101
240 240 240 240 240
13 13 13 13 13
3.8 3.8 3.8 3.8 3.8
16.384 2.748 71.012 75.852 53.670
4.800 2.647 7.826 8.000 7.129
2.332 9.157 0.627 0.589 0.813
MURO
l 923 483 442 177 210 442 132 1027
h 240 240 240 240 240 240 240 240
t 24 13 13 13 13 13 13 24
EM 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8
4(h/l)^3 0.070 0.491 0.640 9.972 5.971 0.640 24.042 0.051
3(h/l) 0.780 1.491 1.629 4.068 3.429 1.629 5.455 0.701
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257
1y 2y 3y 4y 5y 6y 7y 8y
ALBAÑILERIA CALCULO DEL CENTRO DE RIGIDES "Y" MURO 1y 2y 3y 4y 5y 6y 7y 8y
Ryi 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257
Xi 0.120 4.710 4.710 7.260 7.260 7.260 8.310 10.580
Ryi*Xi 12.869 117.428 102.530 25.545 38.156 158.040 13.917 1282.902
XR
=
5.70
307.420468
1751.388
CALCULO DEL CENTRO DE RIGIDES "X" MURO 1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
Rxi 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813 32.907
Yi 10.45 10.45 10.45 10.45 8.83 7.285 7.285 7.73 5.63 5.63 5.06 4.48 0.065 0.065 0.065 0.065
Rxi*Yi 12.113 6.548 11.275 18.564 6.052 25.303 9.218 25.368 2.377 2.377 26.307 10.447 0.595 0.041 0.038 0.053 156.675
YR
=
CALCULO DE CENTRO DE MASA MURO 1y
l
e
h
9.230
0.240
2.400
Pi 9569.664
Yi 5.9
Pi*Yi 56461.018
4.76
2y 3y 4y 5y 6y 7y 8y
4.830 4.420 1.770 2.100 4.420 1.320 10.270
0.130 0.130 0.130 0.130 0.130 0.130 0.240
2.400 2.400 2.400 2.400 2.400 2.400 2.400
2712.528 2482.272 994.032 1179.360 2482.272 741.312 10647.936 30809.376
7.97 2.34 9.51 6.61 2.34 5.06 5.19
21618.848 5808.516 9453.244 7795.570 5808.516 3751.039 55262.788 165959.539
MURO 1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l
e 0.13 0.13 0.13 0.13 0.13 0.24 0.24 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
h 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4
Pi 64584.00 51667.20 62899.20 75816.00 53352.00 143078.40 98496.00 96595.20 44928.00 44928.00 117374.40 84240.00 152755.20 51667.20 50544.00 56721.60 1249646.40
Xi 2.44 5.11 7.03 9.90 5.25 0.93 4.16 6.46 5.17 6.80 9.40 5.52 1.36 5.11 7.64 10.20
Pi*Xi 157584.96 264019.39 442181.38 750578.40 280098.00 133062.91 409743.36 624004.99 232277.76 305510.40 1103319.36 465004.80 207747.07 264019.39 386156.16 578560.32 6603868.66
115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
Calculo de las Excentricidades
Yg
=
Xg
=
ex=Xg-Xr ex=
-0.412
eaccX=0.05Dx eaccX=
0.535
ey=Yg-Yr ey=
0.626
eaccY=0.05Dy eaccY=
0.526
Calculo del Momento torsor por Niveles 4to Nivel Mty=Vn(1.5ex+eaccX) Mty= 26.92
Mty=Vn(ex-eaccX) Mty=
-2.86
Mtx=Vn(1.5ey+eaccY) Mtx= 34.16
Mtx=Vn(ey-eaccY) Mtx=
2.32
Mty=Vn(1.5ex+eaccX) Mty= 47.10
Mty=Vn(ex-eaccX) Mty=
-5.00
Mtx=Vn(1.5ey+eaccY) Mtx= 59.79
Mtx=Vn(ey-eaccY) Mtx=
4.06
Mty=Vn(ex-eaccX) Mty=
-6.43
3er Nivel
2do Nivel Mty=Vn(1.5ex+eaccX) Mty= 60.56
Mtx=Vn(1.5ey+eaccY) Mtx= 76.87
Mtx=Vn(ey-eaccY) Mtx=
5.23
Mty=Vn(1.5ex+eaccX) Mty= 67.29
Mty=Vn(ex-eaccX) Mty=
-7.15
Mtx=Vn(1.5ey+eaccY) Mtx= 85.41
Mtx=Vn(ey-eaccY) Mtx=
5.81
1er Nivel
CALCULO DE LAS CORTANTES POR MURO PARA 4TO NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813 32.907
V 821.80 444.25 764.93 1259.50 485.95 2462.49 897.14 2326.71 299.35 299.35 3685.99 1653.33 6492.10 444.25 417.69 576.07
V 0.82 0.44 0.76 1.26 0.49 2.46 0.90 2.33 0.30 0.30 3.69 1.65 6.49 0.44 0.42 0.58
MURO
1y 2y 3y 4y 5y 6y 7y 8y
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
V 8139.12 1892.12 1652.07 267.04 398.86 1652.07 127.10 9202.52
V 8.14 1.89 1.65 0.27 0.40 1.65 0.13 9.20
CALCULO DE LAS CORTANTES POR MURO PARA 3ER NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589
V 1438.14 777.45 1338.63 2204.12 850.41 4309.35 1569.99 4071.75 523.86 523.86 6450.48 2893.32 11361.18 777.45 730.96
V 1.44 0.78 1.34 2.20 0.85 4.31 1.57 4.07 0.52 0.52 6.45 2.89 11.36 0.78 0.73
16x
0.813
1008.12
1.01
V 14243.45 3311.21 2891.13 467.31 698.01 2891.13 222.43 16104.41
V 14.24 3.31 2.89 0.47 0.70 2.89 0.22 16.10
32.907
MURO
1y 2y 3y 4y 5y 6y 7y 8y
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
CALCULO DE LAS CORTANTES POR MURO PARA 2DO NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199
V 1849.04 999.57 1721.10 2833.87 1093.39 5540.60 2018.56 5235.11 673.54 673.54 8293.48
V 1.85 1.00 1.72 2.83 1.09 5.54 2.02 5.24 0.67 0.67 8.29
12x 13X 14x 15x 16x
MURO
1y 2y 3y 4y 5y 6y 7y 8y
2.332 9.157 0.627 0.589 0.813 32.907
3719.98 14607.23 999.57 939.80 1296.15
3.72 14.61 1.00 0.94 1.30
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
V 18313.01 4257.27 3717.17 600.83 897.44 3717.17 285.98 20705.67
V 18.31 4.26 3.72 0.60 0.90 3.72 0.29 20.71
CALCULO DE LAS CORTANTES POR MURO PARA 1ER NIVEL MURO
1x 2x 3x 4x 5x 6x 7x 8x
R 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282
V 2054.49 1110.64 1912.33 3148.74 1214.87 6156.22 2242.84 5816.79
V 2.05 1.11 1.91 3.15 1.21 6.16 2.24 5.82
9x 10x 11x 12x 13X 14x 15x 16x
MURO
1y 2y 3y 4y 5y 6y 7y 8y
0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813 32.907
748.38 748.38 9214.98 4133.32 16230.26 1110.64 1044.22 1440.17
0.75 0.75 9.21 4.13 16.23 1.11 1.04 1.44
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675 121.257 307.420
V 20347.79 4730.30 4130.18 667.59 997.16 4130.18 317.76 23006.30
V 20.35 4.73 4.13 0.67 1.00 4.13 0.32 23.01
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 4TO NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
821.80 444.25 764.93 1259.50 485.95 2462.49 897.14 2326.71 299.35 299.35 3685.99 1653.33 6492.10 444.25 417.69 576.07
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
8139.12 1892.12 1652.07 267.04 398.86 1652.07 127.10
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*Y 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(Y-Yr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(Y-Yr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
9202.52
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 3ER NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
1438.14 777.45 1338.63 2204.12 850.41 4309.35 1569.99 4071.75 523.86 523.86 6450.48 2893.32 11361.18 777.45 730.96 1008.12
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
14243.45 3311.21 2891.13 467.31 698.01 2891.13 222.43
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*X 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(X-Xr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(X-Xr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
16104.41
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 2DO NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
1849.04 999.57 1721.10 2833.87 1093.39 5540.60 2018.56 5235.11 673.54 673.54 8293.48 3719.98 14607.23 999.57 939.80 1296.15
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
18313.01 4257.27 3717.17 600.83 897.44 3717.17 285.98
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*X 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(X-Xr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(X-Xr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
20705.67
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
CALCULO DE LA FUERZA CORTANTE QUE TIENE CADA MURO 1ER NIVEL Muro en X Muro
b
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
l 13 13 13 13 13 24 24 13 13 13 13 13 13 13 13 13
y 115 92 112 135 95 138 95 172 80 80 209 150 272 92 90 101
V 1045 1045 1045 1045 883 728.5 728.5 773 563 563 506 448 6.5 6.5 6.5 6.5
R
2054.49 1110.64 1912.33 3148.74 1214.87 6156.22 2242.84 5816.79 748.38 748.38 9214.98 4133.32 16230.26 1110.64 1044.22 1440.17
R*Y 1.159 0.627 1.079 1.776 0.685 3.473 1.265 3.282 0.422 0.422 5.199 2.332 9.157 0.627 0.589 0.813
1211.27 654.80 1127.46 1856.41 605.22 2530.25 921.83 2536.78 237.71 237.71 2630.66 1044.71 59.52 4.07 3.83 5.28
Y-Yr 568.89 568.89 568.89 568.89 406.89 252.39 252.39 296.89 86.89 86.89 29.89 -28.11 -469.61 -469.61 -469.61 -469.61
R(Y-Yr) 659.41 356.47 613.78 1010.61 278.89 876.61 319.37 974.31 36.69 36.69 155.39 -65.55 -4300.16 -294.26 -276.66 -381.57
R(Y-Yr)2 375128.44 202790.39 349171.08 574927.42 113475.85 221246.13 80604.70 289262.29 3187.65 3187.65 4644.50 1842.77 2019399.95 138187.47 129924.40 179188.76 4686169.46
Muro en Y Muro
1y 2y 3y 4y 5y 6y 7y
b
l 24 13 13 13 13 13 13
X 923 483 442 177 210 442 132
V 12 471 471 726 726 726 831
20347.79 4730.30 4130.18 667.59 997.16 4130.18 317.76
R 107.245 24.932 21.769 3.519 5.256 21.769 1.675
R*X 1286.94 11742.77 10253.01 2554.52 3815.60 15804.01 1391.73
X-Xr -557.70 -98.70 -98.70 156.30 156.30 156.30 261.30
R(X-Xr) -59811.21 -2460.86 -2148.66 549.94 821.43 3402.33 437.61
R(X-Xr)2 33356981.60 242897.72 212082.36 85953.78 128386.38 531769.59 114345.36
8y
24
1027
1058
23006.30
121.257
128290.25
488.30
59209.41
28911685.86 70736972.70
5.39
5.28
34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94 34163.94
2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53 2322.53
26916.46 26916.46 26916.46 26916.46 26916.46 26916.46 26916.46 26916.46
-2859.08 -2859.08 -2859.08 -2859.08 -2859.08 -2859.08 -2859.08 -2859.08
76868.86 76868.86
5225.69 5225.69
60562.04 60562.04
-6432.93 -6432.93
76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86 76868.86
5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69 5225.69
60562.04 60562.04 60562.04 60562.04 60562.04 60562.04
-6432.93 -6432.93 -6432.93 -6432.93 -6432.93 -6432.93
dV1 0.2987 0.1615 0.2780 0.4578 0.1263 0.3971 0.1447 0.4413 0.2675 0.2675 1.1329 -0.4779 -31.3497 -1.0726 -1.0085 -1.3909
dV1 -21.3450 -0.8782 -0.7668 0.1963 0.2931 1.2142 0.1562
dV2 0.0203 0.0110 0.0189 0.0311 0.0086 0.0270 0.0098 0.0300 0.0182 0.0182 0.0770 -0.0325 -2.1312 -0.0729 -0.0686 -0.0946
dV2 2.2673 0.0933 0.0814 -0.0208 -0.0311 -0.1290 -0.0166
V1 822.10 444.42 765.21 1259.96 486.08 2462.89 897.28 2327.16 299.62 299.62 3687.12 1652.85 6460.75 443.18 416.68 574.68
V1 8117.77 1891.24 1651.31 267.23 399.16 1653.29 127.26
V2 821.82 444.27 764.95 1259.53 485.96 2462.52 897.15 2326.74 299.37 299.37 3686.07 1653.29 6489.97 444.18 417.62 575.97
V2 8141.38 1892.21 1652.15 267.02 398.83 1651.94 127.09
V 822.10 444.42 765.21 1259.96 486.08 2462.89 897.28 2327.16 299.62 299.62 3687.12 1653.29 6489.97 444.18 417.62 575.97
V 8141.38 1892.21 1652.15 267.23 399.16 1653.29 127.26
21.1302
-2.2445
9223.65
9200.28
9223.65
dV1 0.5227 0.2826 0.4865 0.8011 0.2211 0.6949 0.2532 0.7723 0.4681 0.4681 1.9825 -0.8363 -54.8621 -1.8771 -1.7649 -2.4341
dV1 -37.3537 -1.5369 -1.3419 0.3435 0.5130 2.1249 0.2733
dV2 0.0355 0.0192 0.0331 0.0545 0.0150 0.0472 0.0172 0.0525 0.0318 0.0318 0.1348 -0.0569 -3.7296 -0.1276 -0.1200 -0.1655
dV2 3.9677 0.1632 0.1425 -0.0365 -0.0545 -0.2257 -0.0290
V1
V2
V
1438.67 777.73 1339.12 2204.92 850.63 4310.05 1570.24 4072.52 524.33 524.33 6452.47 2892.48 11306.32 775.57 729.19 1005.69
1438.18 777.46 1338.66 2204.18 850.43 4309.40 1570.01 4071.80 523.90 523.90 6450.62 2893.26 11357.45 777.32 730.84 1007.95
1438.67 777.73 1339.12 2204.92 850.63 4310.05 1570.24 4072.52 524.33 524.33 6452.47 2893.26 11357.45 777.32 730.84 1007.95
V1
V2
V
14206.10 3309.67 2889.79 467.66 698.52 2893.25 222.70
14247.42 3311.37 2891.27 467.28 697.96 2890.90 222.40
14247.42 3311.37 2891.27 467.66 698.52 2893.25 222.70
36.9779
-3.9278
16141.39
16100.48
16141.39
dV1 0.6720 0.3633 0.6255 1.0300 0.2842 0.8934 0.3255 0.9930 0.6018 0.6018 2.5489 -1.0753 -70.5369 -2.4134 -2.2691 -3.1295
dV1 -48.0262 -1.9760 -1.7253 0.4416 0.6596 2.7320 0.3514
dV2 0.0457 0.0247 0.0425 0.0700 0.0193 0.0607 0.0221 0.0675 0.0409 0.0409 0.1733 -0.0731 -4.7952 -0.1641 -0.1543 -0.2127
dV2 5.1014 0.2099 0.1833 -0.0469 -0.0701 -0.2902 -0.0373
V1
V2
V
1849.71 999.94 1721.72 2834.90 1093.67 5541.49 2018.88 5236.10 674.14 674.14 8296.03 3718.91 14536.70 997.16 937.53 1293.02
1849.09 999.60 1721.14 2833.94 1093.41 5540.66 2018.58 5235.17 673.58 673.58 8293.65 3719.91 14602.44 999.41 939.65 1295.94
1849.71 999.94 1721.72 2834.90 1093.67 5541.49 2018.88 5236.10 674.14 674.14 8296.03 3719.91 14602.44 999.41 939.65 1295.94
V1
V2
V
18264.98 4255.29 3715.44 601.27 898.10 3719.90 286.33
18318.11 4257.48 3717.35 600.79 897.37 3716.88 285.94
18318.11 4257.48 3717.35 601.27 898.10 3719.90 286.33
47.5430
-5.0500
20753.21
20700.62
20753.21
dV1 0.7467 0.4037 0.6950 1.1444 0.3158 0.9927 0.3617 1.1033 0.6686 0.6686 2.8322 -1.1948 -78.3744 -5.3632 -5.0425 -6.9544
dV1 -53.3625 -2.1955 -1.9170 0.4907 0.7329 3.0355 0.3904
dV2 0.0508 0.0274 0.0473 0.0778 0.0215 0.0675 0.0246 0.0750 0.0455 0.0455 0.1925 -0.0812 -5.3280 -0.3646 -0.3428 -0.4728
dV2 5.6682 0.2332 0.2036 -0.0521 -0.0778 -0.3224 -0.0415
V1
V2
V
2055.24 1111.04 1913.02 3149.89 1215.19 6157.21 2243.20 5817.89 749.05 749.05 9217.81 4132.12 16151.88 1105.27 1039.18 1433.22
2054.54 1110.66 1912.38 3148.82 1214.89 6156.29 2242.87 5816.86 748.42 748.42 9215.17 4133.23 16224.93 1110.27 1043.88 1439.70
2055.24 1111.04 1913.02 3149.89 1215.19 6157.21 2243.20 5817.89 749.05 749.05 9217.81 4133.23 16224.93 1110.27 1043.88 1439.70
V1
V2
V
20294.43 4728.10 4128.27 668.08 997.89 4133.22 318.15
20353.46 4730.53 4130.39 667.54 997.08 4129.86 317.71
20353.46 4730.53 4130.39 668.08 997.89 4133.22 318.15
52.8256
-5.6112
23059.13
23000.69
23059.13
MURO
1x 2x 3x 4x 5x 6x 7x 8x 9x 10x 11x 12x 13X 14x 15x 16x
Direccion X- X l e 115 13 92 13 87 13 160 13 95 13 138 24 95 24 172 13 80 13 80 13 209 13 150 13 272 13 92 13 36 13 152 13
l*e 1495 1196 1131 2080 1235 3312 2280 2236 1040 1040 2717 1950 3536 1196 468 1976 28888
ΣL.t.N = 28888 Area de Planta (Ap)= 1125640 ΣL.t.N / Ap = 0.0257
MURO
1y 2y 3y 4y 5y 6y 7y 8y
Direccion y - y l 923 483 442 177 210 442 132 1027
Area de Planta (Ap)= ΣL.t.N / Ap =
Direccion y - y e 24 13 13 13 13 13 13 24
l*e 22152 6279 5746 2301 2730 5746 1716 24648 71318
ΣL.t.N = 71318 Area de Planta (Ap)= 1125640 ΣL.t.N / Ap = 0.0634
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