CARGA AXIAL MUROS HORMIGON ARMADO

DATOS DISEO: COMBINACIONES DE DISEO NCh 433ESPESOR LOSA 0.15 (m)ESPESOR MUROS 0.2 (m)ALTURA VIGA H.A TIP. 0.4 (m)ANCHO VIGA H.A TIP. 0.2GRADO HORMIGON 20 (Mpa)ACERO TIPO A 44-28HALTURA MURO TIPO 3 (m)

350 DE ACUERDO A LOS CRITERIOS EXPERIMENTALES DE LOS MODOS DE 250 FALLA DE LOSAS, SE PROPONE LA SIGUIENTE FORMA DE DESCARGA

DE LA LOSA EN SUS BORDES SOPORTANTES.250100

DENS HORMIGON 2400LARGO TOTAL 23 (m)ANCHO TOTAL 15 (m)

AREAS TRIBUTARIAS POR MURO:MURO LARGO H MURO AREA TRIB.

(N) (m) (m)1 2 3 52 2 3 23.8753 2 3 19.54 4 3 22.6255 4 3 34.8756 5 3 47.8757 3 3 20.8758 3 3 21.759 5 3 68.125

10 4 3 54.87511 4 3 25.625

TOTAL 38 345 m2

1,4*WDL+1,4*WLL+1,4*E1,4*WDL+1,4*WLL-1,4*E

0,9*WDL+1,4*E0,9*WDL+1,4*E

WDL PISO TIPO (Kg/m2)WLL PISO TIPO (Kg/m2)

WDL ULTIMO PISO (Kg/m2)WLL ULTIMO PISO (Kg/m2)

(Kg/m2)

(m2)

COMBINACIONES DE DISEO NCh 433

DE ACUERDO A LOS CRITERIOS EXPERIMENTALES DE LOS MODOS DE FALLA DE LOSAS, SE PROPONE LA SIGUIENTE FORMA DE DESCARGA DE LA LOSA EN SUS BORDES SOPORTANTES.

AREAS TRIBUTARIAS DE VIGAS Y MUROS.

AREA TOTAL PLANTA 345 m2

MUROS AREA TRIB VIGAS AREA TRIB MUROSN (m2) N (m2) N1 2 1 4 12 5 1a 0.5 23 2 1b 0.5 34 4 2 4 45 8 3 12.25 56 12.5 4 12.25 67 8.5 5 12.25 78 8.5 6 12.5 89 12.5 7 4 9

10 8 8 4 1011 4 9 12.5 11

TOTAL 75 10 12.2511 12.2512 12.25

TOTAL MURO 75 13 6TOTAL VIGA 270 14 6TOTAL 345 15 6

16 217 818 419 4.2520 12.521 12.522 6.2523 6.2524 12.525 12.526 6.2527 6.2528 12.529 12.530 4.2531 432 833 2

TOTAL 270

N VIGAS QUE DESCARGAN EN AREA TRIB AREA TRIB TOTALCADA MURO (DETALLE) VIGAS (m2)

v1+v16 3.00 2 5.00v1a+v1b+v2+v4+v17+v21 18.88 5 23.88v1b++v2+v5+v17+v18+v22 17.50 2 19.50v3+v6+v16+v19+v23 18.63 4 22.63v1+v1a+v3+v4+v5+v20 26.88 8 34.88v6+v7+v19+v20+v21+v24+v25 35.38 12.5 47.88v7+v18+v22+v26+v30 12.38 8.5 20.88v8+v13+v23+v27+v31 13.25 8.5 21.75v8+v9+v10+v11+v14+v24+v25+v27+v28+v29+v32 55.63 12.5 68.13v10+v11+v12+v13+v14+v15+v28+v29+v31+v32+v33 46.88 8 54.88v9+v12+v15+v26+v30+v33 21.63 4 25.63

TOTAL 345

ESTAN SON LAS VIGAS QUE DESCARGAN SOBRE UN MURO DE HORMIGON ARMADO

PISO 10

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1250.00 0 4130.002 23.88 1.20 2880.00 5968.75 0 8848.753 19.50 1.20 2880.00 4875.00 0 7755.004 22.63 2.40 5760.00 5656.25 0 11416.255 34.88 2.40 5760.00 8718.75 0 14478.756 47.88 3.00 7200.00 11968.75 0 19168.757 20.88 1.80 4320.00 5218.75 0 9538.758 21.75 1.80 4320.00 5437.50 0 9757.509 68.13 3.00 7200.00 17031.25 0 24231.25

10 54.88 2.40 5760.00 13718.75 0 19478.7511 25.63 2.40 5760.00 6406.25 0 12166.25

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 250WLL (kg/m2) 100

EJEMPLO PARA MURO 1

q = 2.065 T/m

q MURO WDL MURO WLL MURO TOTAL AXIALkg/m TON TON WDL+WLL2065.00 4.13 0.50 4.634424.38 8.85 2.39 11.243877.50 7.76 1.95 9.712854.06 11.42 2.26 13.683619.69 14.48 3.49 17.973833.75 19.17 4.79 23.963179.58 9.54 2.09 11.633252.50 9.76 2.18 11.934846.25 24.23 6.81 31.044869.69 19.48 5.49 24.973041.56 12.17 2.56 14.73

140.97 34.50 175.47

3822.8

PISO 9

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 4130.00 8760.002 23.88 1.20 2880.00 8356.25 8848.75 20085.003 19.50 1.20 2880.00 6825.00 7755.00 17460.004 22.63 2.40 5760.00 7918.75 11416.25 25095.005 34.88 2.40 5760.00 12206.25 14478.75 32445.006 47.88 3.00 7200.00 16756.25 19168.75 43125.007 20.88 1.80 4320.00 7306.25 9538.75 21165.008 21.75 1.80 4320.00 7612.50 9757.50 21690.009 68.13 3.00 7200.00 23843.75 24231.25 55275.00

10 54.88 2.40 5760.00 19206.25 19478.75 44445.0011 25.63 2.40 5760.00 8968.75 12166.25 26895.00

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 4.38 T/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL4380.00 8.76 1.25 0.50 1.75 10.51

10042.50 20.09 5.97 2.39 8.36 28.448730.00 17.46 4.88 1.95 6.83 24.296273.75 25.10 5.66 2.26 7.92 33.018111.25 32.45 8.72 3.49 12.21 44.658625.00 43.13 11.97 4.79 16.76 59.887055.00 21.17 5.22 2.09 7.31 28.477230.00 21.69 5.44 2.18 7.61 29.30

11055.00 55.28 17.03 6.81 23.84 79.1211111.25 44.45 13.72 5.49 19.21 63.656723.75 26.90 6.41 2.56 8.97 35.86

316.44 120.75 437.19

3822.8

PISO 8

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 8760.00 13390.002 23.88 1.20 2880.00 8356.25 20085.00 31321.253 19.50 1.20 2880.00 6825.00 17460.00 27165.004 22.63 2.40 5760.00 7918.75 25095.00 38773.755 34.88 2.40 5760.00 12206.25 32445.00 50411.256 47.88 3.00 7200.00 16756.25 43125.00 67081.257 20.88 1.80 4320.00 7306.25 21165.00 32791.258 21.75 1.80 4320.00 7612.50 21690.00 33622.509 68.13 3.00 7200.00 23843.75 55275.00 86318.75

10 54.88 2.40 5760.00 19206.25 44445.00 69411.2511 25.63 2.40 5760.00 8968.75 26895.00 41623.75

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 6.695 T/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL6695.00 13.39 1.25 1.75 3.00 16.39

15660.63 31.32 5.97 8.36 14.33 45.6513582.50 27.17 4.88 6.83 11.70 38.87

9693.44 38.77 5.66 7.92 13.58 52.3512602.81 50.41 8.72 12.21 20.93 71.3413416.25 67.08 11.97 16.76 28.73 95.8110930.42 32.79 5.22 7.31 12.53 45.3211207.50 33.62 5.44 7.61 13.05 46.6717263.75 86.32 17.03 23.84 40.88 127.1917352.81 69.41 13.72 19.21 32.93 102.3410405.94 41.62 6.41 8.97 15.38 57.00

491.91 207.00 698.91

3822.8

PISO 7

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 13390.00 18020.002 23.88 1.20 2880.00 8356.25 31321.25 42557.503 19.50 1.20 2880.00 6825.00 27165.00 36870.004 22.63 2.40 5760.00 7918.75 38773.75 52452.505 34.88 2.40 5760.00 12206.25 50411.25 68377.506 47.88 3.00 7200.00 16756.25 67081.25 91037.507 20.88 1.80 4320.00 7306.25 32791.25 44417.508 21.75 1.80 4320.00 7612.50 33622.50 45555.009 68.13 3.00 7200.00 23843.75 86318.75 117362.50

10 54.88 2.40 5760.00 19206.25 69411.25 94377.5011 25.63 2.40 5760.00 8968.75 41623.75 56352.50

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 9.01 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL9010.00 18.02 1.25 3.00 4.25 22.27

21278.75 42.56 5.97 14.33 20.29 62.8518435.00 36.87 4.88 11.70 16.58 53.4513113.13 52.45 5.66 13.58 19.23 71.6817094.38 68.38 8.72 20.93 29.64 98.0218207.50 91.04 11.97 28.73 40.69 131.7314805.83 44.42 5.22 12.53 17.74 62.1615185.00 45.56 5.44 13.05 18.49 64.0423472.50 117.36 17.03 40.88 57.91 175.2723594.38 94.38 13.72 32.93 46.64 141.0214088.13 56.35 6.41 15.38 21.78 78.13

667.38 293.25 960.63

3822.8

PISO 6

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 18020.00 22650.002 23.88 1.20 2880.00 8356.25 42557.50 53793.753 19.50 1.20 2880.00 6825.00 36870.00 46575.004 22.63 2.40 5760.00 7918.75 52452.50 66131.255 34.88 2.40 5760.00 12206.25 68377.50 86343.756 47.88 3.00 7200.00 16756.25 91037.50 114993.757 20.88 1.80 4320.00 7306.25 44417.50 56043.758 21.75 1.80 4320.00 7612.50 45555.00 57487.509 68.13 3.00 7200.00 23843.75 117362.50 148406.25

10 54.88 2.40 5760.00 19206.25 94377.50 119343.7511 25.63 2.40 5760.00 8968.75 56352.50 71081.25

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 11.325 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL11325.00 22.65 1.25 4.25 5.50 28.1526896.88 53.79 5.97 20.29 26.26 80.0623287.50 46.58 4.88 16.58 21.45 68.0316532.81 66.13 5.66 19.23 24.89 91.0221585.94 86.34 8.72 29.64 38.36 124.7122998.75 114.99 11.97 40.69 52.66 167.6618681.25 56.04 5.22 17.74 22.96 79.0119162.50 57.49 5.44 18.49 23.93 81.4129681.25 148.41 17.03 57.91 74.94 223.3429835.94 119.34 13.72 46.64 60.36 179.7117770.31 71.08 6.41 21.78 28.19 99.27

842.85 379.50 1222.35

3822.8

PISO 5

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 22650.00 27280.002 23.88 1.20 2880.00 8356.25 53793.75 65030.003 19.50 1.20 2880.00 6825.00 46575.00 56280.004 22.63 2.40 5760.00 7918.75 66131.25 79810.005 34.88 2.40 5760.00 12206.25 86343.75 104310.006 47.88 3.00 7200.00 16756.25 114993.75 138950.007 20.88 1.80 4320.00 7306.25 56043.75 67670.008 21.75 1.80 4320.00 7612.50 57487.50 69420.009 68.13 3.00 7200.00 23843.75 148406.25 179450.00

10 54.88 2.40 5760.00 19206.25 119343.75 144310.0011 25.63 2.40 5760.00 8968.75 71081.25 85810.00

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 13.64 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL13640.00 27.28 1.25 5.50 6.75 34.0332515.00 65.03 5.97 26.26 32.23 97.2628140.00 56.28 4.88 21.45 26.33 82.6119952.50 79.81 5.66 24.89 30.54 110.3526077.50 104.31 8.72 38.36 47.08 151.3927790.00 138.95 11.97 52.66 64.63 203.5822556.67 67.67 5.22 22.96 28.18 95.8523140.00 69.42 5.44 23.93 29.36 98.7835890.00 179.45 17.03 74.94 91.97 271.4236077.50 144.31 13.72 60.36 74.08 218.3921452.50 85.81 6.41 28.19 34.59 120.40

1018.32 465.75 1484.07

3822.8

PISO 4

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 27280.00 31910.002 23.88 1.20 2880.00 8356.25 65030.00 76266.253 19.50 1.20 2880.00 6825.00 56280.00 65985.004 22.63 2.40 5760.00 7918.75 79810.00 93488.755 34.88 2.40 5760.00 12206.25 104310.00 122276.256 47.88 3.00 7200.00 16756.25 138950.00 162906.257 20.88 1.80 4320.00 7306.25 67670.00 79296.258 21.75 1.80 4320.00 7612.50 69420.00 81352.509 68.13 3.00 7200.00 23843.75 179450.00 210493.75

10 54.88 2.40 5760.00 19206.25 144310.00 169276.2511 25.63 2.40 5760.00 8968.75 85810.00 100538.75

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 15.955 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL15955.00 31.91 1.25 6.75 8.00 39.9138133.13 76.27 5.97 32.23 38.20 114.4732992.50 65.99 4.88 26.33 31.20 97.1923372.19 93.49 5.66 30.54 36.20 129.6930569.06 122.28 8.72 47.08 55.80 178.0832581.25 162.91 11.97 64.63 76.60 239.5126432.08 79.30 5.22 28.18 33.40 112.7027117.50 81.35 5.44 29.36 34.80 116.1542098.75 210.49 17.03 91.97 109.00 319.4942319.06 169.28 13.72 74.08 87.80 257.0825134.69 100.54 6.41 34.59 41.00 141.54

1193.79 552.00 1745.79

3822.8

PISO 3

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 31910.00 36540.002 23.88 1.20 2880.00 8356.25 76266.25 87502.503 19.50 1.20 2880.00 6825.00 65985.00 75690.004 22.63 2.40 5760.00 7918.75 93488.75 107167.505 34.88 2.40 5760.00 12206.25 122276.25 140242.506 47.88 3.00 7200.00 16756.25 162906.25 186862.507 20.88 1.80 4320.00 7306.25 79296.25 90922.508 21.75 1.80 4320.00 7612.50 81352.50 93285.009 68.13 3.00 7200.00 23843.75 210493.75 241537.50

10 54.88 2.40 5760.00 19206.25 169276.25 194242.5011 25.63 2.40 5760.00 8968.75 100538.75 115267.50

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 18.27 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL18270.00 36.54 1.25 8.00 9.25 45.7943751.25 87.50 5.97 38.20 44.17 131.6737845.00 75.69 4.88 31.20 36.08 111.7726791.88 107.17 5.66 36.20 41.86 149.0235060.63 140.24 8.72 55.80 64.52 204.7637372.50 186.86 11.97 76.60 88.57 275.4330307.50 90.92 5.22 33.40 38.62 129.5431095.00 93.29 5.44 34.80 40.24 133.5248307.50 241.54 17.03 109.00 126.03 367.5748560.63 194.24 13.72 87.80 101.52 295.7628816.88 115.27 6.41 41.00 47.41 162.67

1369.26 638.25 2007.51

3822.8

PISO 2

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 36540.00 41170.002 23.88 1.20 2880.00 8356.25 87502.50 98738.753 19.50 1.20 2880.00 6825.00 75690.00 85395.004 22.63 2.40 5760.00 7918.75 107167.50 120846.255 34.88 2.40 5760.00 12206.25 140242.50 158208.756 47.88 3.00 7200.00 16756.25 186862.50 210818.757 20.88 1.80 4320.00 7306.25 90922.50 102548.758 21.75 1.80 4320.00 7612.50 93285.00 105217.509 68.13 3.00 7200.00 23843.75 241537.50 272581.25

10 54.88 2.40 5760.00 19206.25 194242.50 219208.7511 25.63 2.40 5760.00 8968.75 115267.50 129996.25

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 20.585 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL20585.00 41.17 1.25 9.25 10.50 51.6749369.38 98.74 5.97 44.17 50.14 148.8842697.50 85.40 4.88 36.08 40.95 126.3530211.56 120.85 5.66 41.86 47.51 168.3639552.19 158.21 8.72 64.52 73.24 231.4542163.75 210.82 11.97 88.57 100.54 311.3634182.92 102.55 5.22 38.62 43.84 146.3935072.50 105.22 5.44 40.24 45.68 150.8954516.25 272.58 17.03 126.03 143.06 415.6454802.19 219.21 13.72 101.52 115.24 334.4532499.06 130.00 6.41 47.41 53.81 183.81

1544.73 724.50 2269.23

3822.8

PISO 1

MURO AREA TRIB VOLUMEN CARGA AXIAL WDL CARGA TOTAL(N) (m2) MURO MUROS (kg) ACUMULADA AXIAL

1 5.00 1.20 2880.00 1750.00 41170.00 45800.002 23.88 1.20 2880.00 8356.25 98738.75 109975.003 19.50 1.20 2880.00 6825.00 85395.00 95100.004 22.63 2.40 5760.00 7918.75 120846.25 134525.005 34.88 2.40 5760.00 12206.25 158208.75 176175.006 47.88 3.00 7200.00 16756.25 210818.75 234775.007 20.88 1.80 4320.00 7306.25 102548.75 114175.008 21.75 1.80 4320.00 7612.50 105217.50 117150.009 68.13 3.00 7200.00 23843.75 272581.25 303625.00

10 54.88 2.40 5760.00 19206.25 219208.75 244175.0011 25.63 2.40 5760.00 8968.75 129996.25 144725.00

TOTAL 345.00 22.80 54720.00

ESPESOR LOSA (m) 0.15 COMPROBACION:ESPESOR MURO (m) 0.2AREA VIGAS (m2) 0.08 LARGO TOTAL MUROS (Ml)DENSIDAD HORMIGON 2400 VOLUMEN MUROS(m3)

WDL (kg/m2) 350WLL (kg/m2) 250

EJEMPLO PARA MURO 1

q = 22.9 kg/m

q MURO WDL MURO WLL MURO WLL WLL TOTAL AXIALkg/m TON TON ACUM TOTAL WDL+WLL22900.00 45.80 1.25 10.50 11.75 57.5554987.50 109.98 5.97 50.14 56.11 166.0847550.00 95.10 4.88 40.95 45.83 140.9333631.25 134.53 5.66 47.51 53.17 187.6944043.75 176.18 8.72 73.24 81.96 258.1346955.00 234.78 11.97 100.54 112.51 347.2838058.33 114.18 5.22 43.84 49.06 163.2339050.00 117.15 5.44 45.68 51.11 168.2660725.00 303.63 17.03 143.06 160.09 463.7261043.75 244.18 13.72 115.24 128.96 373.1336181.25 144.73 6.41 53.81 60.22 204.94

1720.20 810.75 2530.95

3822.8

RESUMEN ESFUERZO AXIAL POR MURO. (TON)

PISO 1 PISO 2 PISO 3MURO WDL WLL SISMO WDL WLL SISMO WDL WLL

N V M V M1 45.80 11.75 9.42 136.22 41.17 10.50 5.98 107.97 36.54 9.252 109.98 56.11 24.70 441.64 98.74 50.14 20.65 367.55 87.50 44.173 95.10 45.83 9.42 136.22 85.40 40.95 5.98 107.97 75.69 36.084 134.53 53.17 76.83 1571.93 120.85 47.51 72.84 1341.43 107.17 41.865 176.18 81.96 75.59 1538.23 158.21 73.24 71.40 1311.44 140.24 64.526 234.78 112.51 89.79 2118.13 210.82 100.54 99.72 1848.76 186.86 88.577 114.18 49.06 31.30 494.59 102.55 43.84 22.51 400.70 90.92 38.628 117.15 51.11 42.91 669.42 105.22 45.68 29.61 540.68 93.29 40.249 303.63 160.09 123.11 2864.84 272.58 143.06 131.19 2495.51 241.54 126.03

10 244.18 128.96 75.59 1538.23 219.21 115.24 71.40 1311.44 194.24 101.5211 144.73 60.22 76.83 1571.93 130.00 53.81 72.84 1341.43 115.27 47.41

PISO 6 PISO 7 PISO 8MURO WDL WLL SISMO WDL WLL SISMO WDL WLL

N V M V M1 22.65 5.50 4.20 43.99 18.02 4.25 3.66 31.39 13.39 3.002 53.79 26.26 14.20 149.10 42.56 20.29 12.38 106.50 31.32 14.333 46.58 21.45 4.20 43.99 36.87 16.58 3.66 31.39 27.17 11.704 66.13 24.89 52.23 554.17 52.45 19.23 45.81 397.49 38.77 13.585 86.34 38.36 51.03 540.72 68.38 29.64 44.72 387.65 50.41 20.936 114.99 52.66 71.94 764.12 91.04 40.69 63.05 548.30 67.08 28.737 56.04 22.96 15.53 163.15 44.42 17.74 13.57 116.56 32.79 12.538 57.49 23.93 21.13 224.83 45.56 18.49 18.64 161.42 33.62 13.059 148.41 74.94 97.91 1053.11 117.36 57.91 86.57 759.39 86.32 40.88

10 119.34 60.36 51.03 540.72 94.38 46.64 44.72 387.65 69.41 32.9311 71.08 28.19 52.23 554.17 56.35 21.78 45.81 397.49 41.62 15.38

COMBINACIONES SEGN NCh 1234

COMBINACION 1 Y 2

PISO 1 PISO 2 PISO 3MURO AXIAL SISMO AXIAL SISMO AXIAL

N (WDL + WLL) V M (WDL + WLL) V M (WDL + WLL)1 80.57 13.18 190.71 72.34 8.38 151.16 64.112 232.51 34.58 618.30 208.43 28.91 514.57 184.343 197.30 13.18 190.71 176.88 8.38 151.16 156.474 262.77 107.57 2200.70 235.70 101.98 1878.00 208.635 361.38 105.83 2153.52 324.02 99.96 1836.02 286.676 486.19 125.71 2965.38 435.90 139.61 2588.27 385.607 228.52 43.82 692.43 204.94 31.51 560.97 181.368 235.57 60.08 937.19 211.25 41.46 756.95 186.93

1,4*WDL+1,4*WLL+1,4*E1,4*WDL+1,4*WLL-1,4*E

0,9*WDL+1,4*E0,9*WDL-1,4*E

9 649.21 172.35 4010.78 581.90 183.66 3493.71 514.6010 522.38 105.83 2153.52 468.22 99.96 1836.02 414.0711 286.92 107.57 2200.70 257.33 101.98 1878.00 227.74

PISO 6 PISO 7 PISO 8MURO AXIAL SISMO AXIAL SISMO AXIAL

N (WDL + WLL) V M (WDL + WLL) V M (WDL + WLL)1 39.41 5.88 61.59 31.18 5.13 43.95 22.952 112.08 19.88 208.73 87.99 17.34 149.09 63.903 95.24 5.88 61.59 74.82 5.13 43.95 54.414 127.43 73.12 775.83 100.36 64.13 556.48 73.295 174.59 71.44 757.01 137.23 62.61 542.70 99.876 234.72 100.72 1069.77 184.42 88.28 767.62 134.137 110.61 21.74 228.41 87.03 19.00 163.19 63.448 113.98 29.59 314.76 89.66 26.09 225.99 65.349 312.68 137.07 1474.36 245.38 121.20 1063.15 178.07

10 251.59 71.44 757.01 197.43 62.61 542.70 143.2711 138.98 73.12 775.83 109.39 64.13 556.48 79.80

COMBINACION 3 Y 4

PISO 1 PISO 2 PISO 3MURO AXIAL SISMO AXIAL SISMO AXIAL

N (WDL + WLL) V M (WDL + WLL) V M (WDL + WLL)1 51.80 13.18 190.71 46.50 8.38 151.16 41.212 149.47 34.58 618.30 133.99 28.91 514.57 118.503 126.83 13.18 190.71 113.71 8.38 151.16 100.594 168.92 107.57 2200.70 151.52 101.98 1878.00 134.125 232.32 105.83 2153.52 208.30 99.96 1836.02 184.296 312.55 125.71 2965.38 280.22 139.61 2588.27 247.897 146.91 43.82 692.43 131.75 31.51 560.97 116.598 151.44 60.08 937.19 135.80 41.46 756.95 120.179 417.35 172.35 4010.78 374.08 183.66 3493.71 330.81

10 335.82 105.83 2153.52 301.00 99.96 1836.02 266.1911 184.45 107.57 2200.70 165.43 101.98 1878.00 146.41

PISO 6 PISO 7 PISO 8MURO AXIAL SISMO AXIAL SISMO AXIAL

N (WDL + WLL) V M (WDL + WLL) V M (WDL + WLL)1 25.34 5.88 61.59 20.04 5.13 43.95 14.752 72.05 19.88 208.73 56.57 17.34 149.09 41.083 61.22 5.88 61.59 48.10 5.13 43.95 34.984 81.92 73.12 775.83 64.52 64.13 556.48 47.115 112.24 71.44 757.01 88.22 62.61 542.70 64.206 150.89 100.72 1069.77 118.56 88.28 767.62 86.237 71.11 21.74 228.41 55.95 19.00 163.19 40.788 73.27 29.59 314.76 57.64 26.09 225.99 42.019 201.01 137.07 1474.36 157.74 121.20 1063.15 114.47

10 161.74 71.44 757.01 126.92 62.61 542.70 92.1011 89.34 73.12 775.83 70.32 64.13 556.48 51.30

PISO 3 PISO 4 PISO 5SISMO WDL WLL SISMO WDL WLL SISMO

V M V M V M5.53 90.02 31.91 8.00 5.12 73.42 27.28 6.75 4.68 58.05

18.91 305.60 76.27 38.20 17.40 248.87 65.03 32.23 15.86 196.665.53 90.02 65.99 31.20 5.12 73.42 56.28 26.33 4.68 58.05

68.25 1122.91 93.49 36.20 63.32 918.16 79.81 30.54 58.01 728.2066.83 1097.25 122.28 55.80 61.96 896.75 104.31 47.08 56.72 710.8894.32 1549.59 162.91 76.60 87.48 1266.64 138.95 64.63 80.02 1004.1920.49 333.16 79.30 33.40 18.90 271.70 67.67 28.18 17.28 215.0027.12 451.84 81.35 34.80 25.25 370.48 69.42 29.36 23.31 294.74

124.85 2101.95 210.49 109.00 116.86 1727.42 179.45 91.97 107.91 1376.8466.83 1097.25 169.28 87.80 61.96 896.75 144.31 74.08 56.72 710.8868.25 1122.91 100.54 41.00 63.32 918.16 85.81 34.59 58.01 728.20

PISO 8 PISO 9 PISO 10SISMO WDL WLL SISMO WDL WLL SISMO

V M V M V M3.05 20.40 8.76 1.75 2.33 11.24 4.13 0.50 1.41 4.24

10.34 69.34 20.09 8.36 7.93 38.33 8.85 2.39 4.85 14.543.05 20.40 17.46 6.83 2.33 11.24 7.76 1.95 1.41 4.24

38.49 260.06 25.10 7.92 29.79 144.58 11.42 2.26 18.40 55.2137.55 253.49 32.45 12.21 29.03 140.84 14.48 3.49 17.92 53.7553.02 359.14 43.13 16.76 41.13 200.09 19.17 4.79 25.57 76.7011.34 75.84 21.17 7.31 8.68 41.83 9.54 2.09 5.27 15.8015.69 105.51 21.69 7.61 12.10 58.44 9.76 2.18 7.38 22.1473.39 499.67 55.28 23.84 57.34 279.52 24.23 6.81 35.83 107.5037.55 253.49 44.45 19.21 29.03 140.84 19.48 5.49 17.92 53.7538.49 260.06 26.90 8.97 29.79 144.58 12.17 2.56 18.40 55.21

NOTAS PARA LA CARGA AXIAL SE CONSIDERA SOLO LA CARGA MUERTA Y LASOBRECARGA DE DISEO.PARA LAS CARGAS SISMICAS TENEMOS UN CORTE Y UN MOMENTO

COMO LAS VIGAS NO ACOPLAN A LOS MUROS, EL SISMO NO PRODUCEESFUERZO AXIAL EN LOS MUROS.

PISO 3 PISO 4 PISO 5SISMO AXIAL SISMO AXIAL SISMO

V M (WDL + WLL) V M (WDL + WLL) V M7.75 126.03 55.87 7.17 102.79 47.64 6.56 81.27

26.47 427.84 160.25 24.36 348.41 136.17 22.20 275.337.75 126.03 136.06 7.17 102.79 115.65 6.56 81.27

95.55 1572.07 181.56 88.65 1285.42 154.50 81.22 1019.4893.57 1536.15 249.31 86.74 1255.45 211.95 79.41 995.24

132.05 2169.43 335.31 122.47 1773.29 285.01 112.03 1405.8728.68 466.43 157.77 26.46 380.38 134.19 24.20 301.0037.97 632.58 162.61 35.35 518.68 138.30 32.63 412.64

174.78 2942.74 447.29 163.60 2418.38 379.99 151.07 1927.5793.57 1536.15 359.91 86.74 1255.45 305.75 79.41 995.2495.55 1572.07 198.15 88.65 1285.42 168.57 81.22 1019.48

PISO 8 PISO 9 PISO 10SISMO AXIAL SISMO AXIAL SISMO

V M (WDL + WLL) V M (WDL + WLL) V M4.27 28.56 14.71 3.27 15.74 6.48 1.98 5.94

14.47 97.08 39.82 11.10 53.67 15.73 6.79 20.364.27 28.56 34.00 3.27 15.74 13.59 1.98 5.94

53.89 364.08 46.22 41.70 202.41 19.15 25.77 77.3052.57 354.88 62.51 40.64 197.18 25.15 25.09 75.2674.22 502.79 83.83 57.58 280.12 33.54 35.79 107.3815.87 106.18 39.86 12.15 58.57 16.28 7.37 22.1121.97 147.72 41.02 16.94 81.81 16.71 10.33 31.00

102.74 699.54 110.77 80.27 391.32 43.46 50.17 150.5052.57 354.88 89.11 40.64 197.18 34.95 25.09 75.2653.89 364.08 50.21 41.70 202.41 20.62 25.77 77.30

PISO 3 PISO 4 PISO 5SISMO AXIAL SISMO AXIAL SISMO

V M (WDL + WLL) V M (WDL + WLL) V M7.75 126.03 35.92 7.17 102.79 30.63 6.56 81.27

26.47 427.84 103.02 24.36 348.41 87.54 22.20 275.337.75 126.03 87.47 7.17 102.79 74.34 6.56 81.27

95.55 1572.07 116.72 88.65 1285.42 99.32 81.22 1019.4893.57 1536.15 160.27 86.74 1255.45 136.25 79.41 995.24

132.05 2169.43 215.56 122.47 1773.29 183.22 112.03 1405.8728.68 466.43 101.43 26.46 380.38 86.27 24.20 301.0037.97 632.58 104.54 35.35 518.68 88.90 32.63 412.64

174.78 2942.74 287.54 163.60 2418.38 244.28 151.07 1927.5793.57 1536.15 231.37 86.74 1255.45 196.55 79.41 995.2495.55 1572.07 127.38 88.65 1285.42 108.36 81.22 1019.48

PISO 8 PISO 9 PISO 10SISMO AXIAL SISMO AXIAL SISMO

V M (WDL + WLL) V M (WDL + WLL) V M4.27 28.56 9.46 3.27 15.74 4.17 1.98 5.94

14.47 97.08 25.60 11.10 53.67 10.11 6.79 20.364.27 28.56 21.86 3.27 15.74 8.73 1.98 5.94

53.89 364.08 29.71 41.70 202.41 12.31 25.77 77.3052.57 354.88 40.19 40.64 197.18 16.17 25.09 75.2674.22 502.79 53.89 57.58 280.12 21.56 35.79 107.3815.87 106.18 25.62 12.15 58.57 10.46 7.37 22.1121.97 147.72 26.37 16.94 81.81 10.74 10.33 31.00

102.74 699.54 71.21 80.27 391.32 27.94 50.17 150.5052.57 354.88 57.29 40.64 197.18 22.47 25.09 75.2653.89 364.08 32.28 41.70 202.41 13.26 25.77 77.30

Nivel 1

fc kgcm^2 250fy kgcm^2 2800

PRIMER TRAMO: PISOS 1-2-3-4

DIMENSIONESMuro Pu (T) Pu/(f'c*Ag)b cm L cm Ag cm^2 w cm^3

25 200 5000 166666.7 M103 273.60 0.21925 200 5000 166666.7 M103 122.11 0.09825 200 5000 166666.7 M104 100.84 0.08125 200 5000 166666.7 M104 274.64 0.22025 200 5000 166666.7 M203 95.84 0.07725 200 5000 166666.7 M203 219.11 0.17525 200 5000 166666.7 M204 79.83 0.06425 200 5000 166666.7 M204 217.17 0.17425 200 5000 166666.7 M303 60.10 0.04825 200 5000 166666.7 M303 154.45 0.12425 200 5000 166666.7 M304 60.82 0.04925 200 5000 166666.7 M304 151.13 0.12125 200 5000 166666.7 M403 29.10 0.02325 200 5000 166666.7 M403 93.11 0.07425 200 5000 166666.7 M404 6.43 0.00525 200 5000 166666.7 M404 89.30 0.07125 200 5000 166666.7 M503 6.20 0.00525 200 5000 166666.7 M503 41.10 0.03325 200 5000 166666.7 M504 37.04 0.03025 200 5000 166666.7 M504 42.29 0.034

DIMENSIONESMuro Vu (T) 1/12*Acv*f'cb cm L cm Ag cm^2

25 200 5000 M103 15.0 20.83 0.002525 200 5000 M104 15.0 20.83 0.002525 200 5000 M203 15.0 20.83 0.002525 200 5000 M204 15.0 20.83 0.002525 200 5000 M303 15.0 20.83 0.002525 200 5000 M304 15.0 20.83 0.002525 200 5000 M403 15.0 20.83 0.002525 200 5000 M404 15.0 20.83 0.002525 200 5000 M503 15.0 20.83 0.002525 200 5000 M504 15.0 20.83 0.0025

min

MuMu/(f'c*Ag*L)

21.7.6.3 ACI318 05 21.7.6.2 a) ACI318 05(T-m) kg/cm^2 0.2*f'c kg/cm^2 c [cm] ACI_27.7.6.210.63 0.004 61.10 50 1 81 47.6297.11 0.039 82.69 50 1 53 47.6294.50 0.038 76.87 50 1 49 47.6223.13 0.009 68.81 50 1 81 47.6256.95 0.023 53.34 50 1 48 47.6229.46 0.012 61.50 50 1 69 47.6258.37 0.023 50.99 50 1 45 47.6234.71 0.014 64.26 50 1 68 47.6237.89 0.015 34.75 50 0 42 47.6232.80 0.013 50.57 50 1 58 47.6238.46 0.015 35.24 50 0 42 47.6237.90 0.015 52.97 50 1 57 47.6227.87 0.011 22.54 50 0 37 47.6230.06 0.012 36.66 50 0 47 47.6233.68 0.013 21.49 50 0 33 47.6228.20 0.011 34.78 50 0 47 47.6245.87 0.018 28.76 50 0 33 47.6233.57 0.013 28.36 50 0 39 47.6253.94 0.022 39.77 50 0 38 47.626.12 0.002 12.13 50 0 39 47.62

Vn_max hw/Lw alfa c Cuantia vertical Cuantia vertical Muro166.7 15 0.17 0.0025 0.0025 M1166.7 15 0.17 0.0025 0.0025 M1166.7 15 0.17 0.0025 0.0025 M2166.7 15 0.17 0.0025 0.0025 M2166.7 15 0.17 0.0025 0.0025 M3166.7 15 0.17 0.0025 0.0025 M3166.7 15 0.17 0.0025 0.0025166.7 15 0.17 0.0025 0.0025166.7 15 0.17 0.0025 0.0025166.7 15 0.17 0.0025 0.0025

Estr en elem de Borde?

Ash cm2

1 200 61 0.153 6.25 0.951 200 33 0.153 6.25 0.951 200 29 0.153 6.25 0.951 200 61 0.153 6.25 0.951 200 28 0.153 6.25 0.951 200 49 0.153 6.25 0.950 0 0 0.000 0 0.001 200 48 0.153 0 0.000 0 0 0.000 0 0.001 200 38 0.153 0 0.000 0 0 0.000 0 0.001 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!0 0 0 0.000 0 0.000 0 0 0.000 0 0.000 0 0 0.000 0 0.000 0 0 0.000 0 0.000 0 0 0.000 0 0.000 0 0 0.000 0 0.000 0 0 0.000 0 0.000 0 0 0.000 0 0.00

Armadura longitudinal de borde Armadura long repartida2 mm @ S cm 2 mm @ S cm

28 10 61 10 20 7828 10 33 10 20 13432 10 29 10 20 14232 10 61 10 20 7822 10 20 10 20 16022 10 20 10 20 160

Estr en elem de Borde?

Ext_vertical 21.7.6.2 b)

Ext_ horizontal 21.7.6.4 a)

Est de borde 21.7.6.4 c) Ash/s

Smax cm 21.4.4.2

Distribucion horizontal cm

Distribucion horizontal

cm

Extension de AbGama Lb cm

0.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 200.9 20

Estribos en los bordes Ganchos de amarre mm @ S cm mm @ S cm10 7.50 10 3010 7.50 10 3010 7.50 10 3010 7.50 10 300 0.00 0 00 0.00 0 0

Armadura transversal 2 mm @ S cm S max mm

10 20 450 Doble malla 10 20 450 Doble malla 10 20 450 Doble malla 10 20 450 Doble malla 10 20 450 Doble malla 10 20 450 Doble malla

fc kgcm^2 200fy kgcm^2 2800

SEGUNDO TRAMO: PISOS 5-6-7

DIMENSIONESMuro Combinacin

AXIALb cm L cm Ag cm^2 w cm^2 D L

30 200 6000 200000.0 M1 0.9D+1.4Sx 27.28 6.7530 200 6000 200000.0 M1 1.4 (D+L+Sx) 27.28 6.7530 300 9000 450000.0 M2 0.9D+1.4Sx 65.03 26.3330 300 9000 450000.0 M2 1.4 (D+L+Sx) 65.03 26.3330 200 6000 200000.0 M3 0.9D+1.4Sx 95.10 45.8330 200 6000 200000.0 M3 1.4 (D+L+Sx) 95.10 45.8330 400 12000 800000.0 M4 0.9D+1.4Sx 134.53 53.1730 400 12000 800000.0 M4 1.4 (D+L+Sx) 134.53 53.1730 400 12000 800000.0 M5 0.9D+1.4Sx 176.18 81.9630 400 12000 800000.0 M5 1.4 (D+L+Sx) 176.18 81.9630 500 15000 1250000.0 M6 0.9D+1.4Sx 234.78 112.5130 500 15000 1250000.0 M6 1.4 (D+L+Sx) 234.78 112.5130 300 9000 450000.0 M7 0.9D+1.4Sx 114.18 49.0630 300 9000 450000.0 M7 1.4 (D+L+Sx) 114.18 49.0630 300 9000 450000.0 M8 0.9D+1.4Sx 117.15 51.1130 300 9000 450000.0 M8 1.4 (D+L+Sx) 117.15 51.1130 500 15000 1250000.0 M9 0.9D+1.4Sx 303.63 160.0930 500 15000 1250000.0 M9 1.4 (D+L+Sx) 303.63 160.0930 400 12000 800000.0 M10 0.9D+1.4Sx 244.18 128.9630 400 12000 800000.0 M10 1.4 (D+L+Sx) 244.18 128.9630 400 12000 800000.0 M11 0.9D+1.4Sx 144.73 60.2230 400 12000 800000.0 M11 1.4 (D+L+Sx) 144.73 60.22

DIMENSIONESMuro Combinacin

CORTEb cm L cm Ag cm^2 D L E

30 200 6000 M1 1.4 (D+L+Sx) 0 0 4.6830 300 9000 M2 1.4 (D+L+Sx) 0 0 15.8630 200 6000 M3 1.4 (D+L+Sx) 0 0 4.6830 400 12000 M4 1.4 (D+L+Sx) 0 0 58.0130 400 12000 M5 1.4 (D+L+Sx) 0 0 56.7230 500 15000 M6 1.4 (D+L+Sx) 0 0 80.0230 300 9000 M7 1.4 (D+L+Sx) 0 0 17.2830 300 9000 M8 1.4 (D+L+Sx) 0 0 23.3130 500 15000 M9 1.4 (D+L+Sx) 0 0 107.9130 400 12000 M10 1.4 (D+L+Sx) 0 0 56.7230 400 12000 M11 1.4 (D+L+Sx) 0 0 58.01

AXIAL MOMENTO Pu (T) Pu/(f'c*Ag) Mu Mu/(f'c*Ag*L)E D L E (T-m)

0 0 0 58.05 24.6 0.02 81.3 0.030 0 0 58.05 47.6 0.04 81.3 0.030 0 0 196.66 58.5 0.03 275.3 0.050 0 0 196.66 127.9 0.07 275.3 0.050 0 0 58.05 85.6 0.07 81.3 0.030 0 0 58.05 197.3 0.16 81.3 0.030 0 0 728.20 121.1 0.05 1019.5 0.110 0 0 728.20 262.8 0.11 1019.5 0.110 0 0 710.88 158.6 0.07 995.2 0.100 0 0 710.88 361.4 0.15 995.2 0.100 0 0 1004.19 211.3 0.07 1405.9 0.090 0 0 1004.19 486.2 0.16 1405.9 0.090 0 0 215.00 102.8 0.06 301.0 0.060 0 0 215.00 228.5 0.13 301.0 0.060 0 0 294.74 105.4 0.06 412.6 0.080 0 0 294.74 235.6 0.13 412.6 0.080 0 0 1376.84 273.3 0.09 1927.6 0.130 0 0 1376.84 649.2 0.22 1927.6 0.130 0 0 710.88 219.8 0.09 995.2 0.100 0 0 710.88 522.4 0.22 995.2 0.100 0 0 554.17 130.3 0.05 775.8 0.080 0 0 554.17 286.9 0.12 775.8 0.08

Vu (T) 1/12*Acv*f'c cuantia min Vn_max V_Mn hw/Lw

6.6 22.36 0.0025 178.9 90.30 15.0 0.85 1522.2 33.54 0.0025 268.3 305.92 51.0 0.85 10

6.6 22.36 0.0025 178.9 90.30 15.0 0.85 1581.2 44.72 0 357.8 1132.76 188.8 0.85 7.579.4 44.72 0 357.8 1105.82 184.3 0.85 7.5

112.0 55.90 0 447.2 1562.07 260.3 0.85 624.2 33.54 0.0025 268.3 334.44 55.7 0.85 1032.6 33.54 0.0025 268.3 458.49 76.4 0.85 10

151.1 55.90 0 447.2 2141.74 357.0 0.85 679.4 44.72 0 357.8 1105.82 184.3 0.85 7.581.2 44.72 0 357.8 862.04 143.7 0.85 7.5

6.66.6

22.222.2

6.66.6

Mn asumo Mu/0,9

fi ? 0,6 0,85

81.281.279.479.4

112.0112.024.224.232.632.6

151.1151.1

79.479.481.281.2

Tension_bordes Arm_bordes Eje neutro Arm_bordes kg/cm^2 0.2*f'c kg/cm^2 c [cm] ACI_27.7.6.2

44.73 40 1 22 47.62 048.57 40 1 27 47.62 067.69 40 1 38 71.43 075.39 40 1 52 71.43 054.90 40 1 36 47.62 073.52 40 1 59 47.62 1

137.52 40 1 60 95.24 0149.33 40 1 89 95.24 0137.62 40 1 67 95.24 0154.52 40 1 111 95.24 1126.56 40 1 87 119.05 0144.88 40 1 146 119.05 178.31 40 1 47 71.43 092.28 40 1 74 71.43 1

103.41 40 1 48 71.43 0117.87 40 1 75 71.43 1172.42 40 1 112 119.05 0197.49 40 1 186 119.05 1142.72 40 1 80 95.24 0167.94 40 1 146 95.24 1107.83 40 1 62 95.24 0120.89 40 1 95 95.24 0

alfa c Cuantia vertical Cuantia vertical MuroArmadura longitudinal de borde

2 mm @ S cm0.17 0.0025 0.0025 M1 280.17 0.0025 0.0025 M1 280.17 0.0025 0.0025 M2 320.17 0.0002 0.0025 M2 320.17 0.0001 0.0025 M3 220.17 0.0005 0.0025 M3 220.17 0.0025 0.0025 M4 320.17 0.0025 0.0025 M4 320.17 0.0016 0.0025 M5 320.17 0.0001 0.0025 M5 320.17 0.0002 0.0025 M6 28

M6 28M7 22M7 22M8 25M8 25M9 28M9 28

Elementos de Borde?

Elementos de Borde?

M10 28M10 28M11 25M11 25

Ash cm2 Extension de AbGama Lb cm0 0 0.00 0.00 0.00 0.9 200 0 0.00 0.00 0.00 0.9 200 0 0.00 0.00 0.00 0.9 300 0 0.00 0.00 0.00 0.9 300 0 0.00 0.00 0.00 0.9 20

200 39 0.15 7.50 1.16 0.9 200 0 0.00 0.00 0.00 0.9 400 0 0.00 0.00 0.00 0.9 400 0 0.00 0.00 0.00 0.9 40

400 71 0.15 7.50 1.16 0.9 400 0 0.00 0.00 0.00 0.9 50

500 96 0.15 7.50 1.16 0.9 500 0 0.00 0.00 0.00 0.9 30

300 44 0.15 7.50 1.16 0.9 300 0 0.00 0.00 0.00 0.9 30

300 45 0.15 7.50 1.16 0.9 300 0 0.00 0.00 0.00 0.9 50

500 136 0.15 7.50 1.16 0.9 500 0 0.00 0.00 0.00 0.9 40

400 106 0.15 7.50 1.16 0.9 400 0 0.00 0.00 0.00 0.9 400 0 0.00 0.00 0.00 0.9 40

Armadura longitudinal de borde Armadura long repartida Estribos en los bordes 2 mm @ S cm 2 mm @ S cm mm @ S cm

20 20 10 20 160 020 20 10 20 160 020 30 10 20 240 020 30 10 20 240 020 20 10 20 160 020 39 10 20 122 1010 40 10 10 320 010 40 10 10 320 010 40 10 10 320 010 71 10 10 258 1010 50 10 10 400 010 96 10 10 308 1010 30 10 10 240 010 44 10 10 212 1010 30 10 10 240 010 45 10 10 210 1010 50 10 10 400 010 136 10 10 228 10

Ext_vertical 21.7.6.2 b)

Ext_ horizontal 21.7.6.4 a)

Estribos de borde 21.7.6.4

c)--- Ash/sSmax cm 21.4.4.2

Distribucion horizontal cm

Distribucion horizontal

cm

10 40 10 10 320 010 106 10 10 188 1010 40 10 10 320 010 40 10 10 320 0

Estribos en los bordes Ganchos de amarre Armadura transversal mm @ S cm mm @ S cm 2 mm @ S cm S max mm

0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla

0.00 0 0 10 20 450 Doble malla 7.50 10 30 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla 0.00 0 0 10 20 450 Doble malla

fc kg/cm^2 200fy kg/cm^2 2800

TERCER TRAMO: PISOS 8-9-10

DIMENSIONESMuro Combinacin

AXIALb cm L cm Ag cm^2 w cm^2 D L

30 200 6000 200000.0 M1 0.9D+1.4Sx 13.39 3.0030 200 6000 200000.0 M1 1.4 (D+L+Sx) 13.39 3.0030 300 9000 450000.0 M2 0.9D+1.4Sx 31.32 14.3330 300 9000 450000.0 M2 1.4 (D+L+Sx) 31.32 14.3330 200 6000 200000.0 M3 0.9D+1.4Sx 27.17 13.5830 200 6000 200000.0 M3 1.4 (D+L+Sx) 27.17 13.5830 400 12000 800000.0 M4 0.9D+1.4Sx 38.77 53.1730 400 12000 800000.0 M4 1.4 (D+L+Sx) 38.77 53.1730 400 12000 800000.0 M5 0.9D+1.4Sx 50.41 81.9630 400 12000 800000.0 M5 1.4 (D+L+Sx) 50.41 81.9630 500 15000 1250000.0 M6 0.9D+1.4Sx 67.08 112.5130 500 15000 1250000.0 M6 1.4 (D+L+Sx) 67.08 112.5130 300 9000 450000.0 M7 0.9D+1.4Sx 32.79 49.0630 300 9000 450000.0 M7 1.4 (D+L+Sx) 32.79 49.0630 300 9000 450000.0 M8 0.9D+1.4Sx 33.62 51.1130 300 9000 450000.0 M8 1.4 (D+L+Sx) 33.62 51.1130 500 15000 1250000.0 M9 0.9D+1.4Sx 86.32 160.0930 500 15000 1250000.0 M9 1.4 (D+L+Sx) 86.32 160.0930 400 12000 800000.0 M10 0.9D+1.4Sx 69.41 128.9630 400 12000 800000.0 M10 1.4 (D+L+Sx) 69.41 128.9630 400 12000 800000.0 M11 0.9D+1.4Sx 41.62 60.2230 400 12000 800000.0 M11 1.4 (D+L+Sx) 41.62 60.22

DIMENSIONESMuro Combinacin

CORTEb cm L cm Ag cm^2 D L E

30 200 6000 M1 1.4 (D+L+Sx) 0 0 3.0530 300 9000 M2 1.4 (D+L+Sx) 0 0 10.3430 200 6000 M3 1.4 (D+L+Sx) 0 0 3.0530 400 12000 M4 1.4 (D+L+Sx) 0 0 38.4930 400 12000 M5 1.4 (D+L+Sx) 0 0 37.5530 500 15000 M6 1.4 (D+L+Sx) 0 0 53.0230 300 9000 M7 1.4 (D+L+Sx) 0 0 11.3430 300 9000 M8 1.4 (D+L+Sx) 0 0 15.6930 500 15000 M9 1.4 (D+L+Sx) 0 0 73.3930 400 12000 M10 1.4 (D+L+Sx) 0 0 37.5530 400 12000 M11 1.4 (D+L+Sx) 0 0 38.49

AXIAL MOMENTO Pu (T) Pu/(f'c*Ag) Mu Mu/(f'c*Ag*L)E D L E (T-m)

0 0 0 20.40 12.1 0.01 28.6 0.010 0 0 20.40 22.9 0.02 28.6 0.010 0 0 69.34 28.2 0.02 97.1 0.020 0 0 69.34 63.9 0.04 97.1 0.020 0 0 20.40 24.4 0.02 28.6 0.010 0 0 20.40 57.0 0.05 28.6 0.010 0 0 260.06 34.9 0.01 364.1 0.040 0 0 260.06 128.7 0.05 364.1 0.040 0 0 253.49 45.4 0.02 354.9 0.040 0 0 253.49 185.3 0.08 354.9 0.040 0 0 359.14 60.4 0.02 502.8 0.030 0 0 359.14 251.4 0.08 502.8 0.030 0 0 75.84 29.5 0.02 106.2 0.020 0 0 75.84 114.6 0.06 106.2 0.020 0 0 105.51 30.3 0.02 147.7 0.030 0 0 105.51 118.6 0.07 147.7 0.030 0 0 499.67 77.7 0.03 699.5 0.050 0 0 499.67 345.0 0.11 699.5 0.050 0 0 253.49 62.5 0.03 354.9 0.040 0 0 253.49 277.7 0.12 354.9 0.040 0 0 260.06 37.5 0.02 364.1 0.040 0 0 260.06 142.6 0.06 364.1 0.04

Vu (T) 1/12*Acv*f'c cuantia min Vn_max V_Mn hw/Lw

4.3 22.36 0.0025 178.9 31.73 5.3 0.85 1514.5 33.54 0.0025 268.3 107.87 18.0 0.85 104.3 22.36 0.0025 178.9 31.73 5.3 0.85 15

53.9 44.72 0 357.8 404.54 67.4 0.85 7.552.6 44.72 0 357.8 394.31 65.7 0.85 7.574.2 55.90 0 447.2 558.66 93.1 0.85 615.9 33.54 0.0025 268.3 117.98 19.7 0.85 1022.0 33.54 0.0025 268.3 164.13 27.4 0.85 10

102.7 55.90 0 447.2 777.27 129.5 0.85 652.6 44.72 0 357.8 394.31 65.7 0.85 7.553.9 44.72 0 357.8 404.54 67.4 0.85 7.5

4.34.3

14.514.47086

4.34.3

Mn asumo Mu/0,9

fi ? 0,6 0,85

53.953.952.652.674.274.215.915.922.022.0

102.7102.7

52.652.653.953.9

Tension_bordes Arm_bordes Eje neutro Arm_bordes kg/cm^2 0.2*f'c kg/cm^2 c [cm] ACI_27.7.6.2

16.29 40 0 12 47.62 018.10 40 0 14 47.62 024.71 40 0 20 71.43 028.67 40 0 28 71.43 018.35 40 0 15 47.62 023.79 40 0 23 47.62 048.42 40 1 31 95.24 056.24 40 1 48 95.24 048.14 40 1 31 95.24 059.80 40 1 62 95.24 044.25 40 1 40 119.05 056.98 40 1 81 119.05 026.87 40 0 20 71.43 036.33 40 0 41 71.43 036.19 40 0 22 71.43 046.01 40 1 41 71.43 061.14 40 1 45 119.05 078.96 40 1 103 119.05 049.57 40 1 34 95.24 067.50 40 1 83 95.24 048.63 40 1 31 95.24 057.39 40 1 51 95.24 0

alfa c Cuantia vertical Cuantia vertical MuroArmadura longitudinal de borde

2 mm @ S cm0.17 0.0025 0.0025 M1 220.17 0.0025 0.0025 M1 220.17 0.0025 0.0025 M2 220.17 -0.0008 0.0025 M2 220.17 -0.0008 0.0025 M3 220.17 -0.0006 0.0025 M3 220.17 0.0025 0.0025 M4 320.17 0.0025 0.0025 M4 320.17 0.0002 0.0025 M5 320.17 -0.0008 0.0025 M5 320.17 -0.0008 0.0025 M6 28

M6 28M7 22M7 22M8 25M8 25M9 28M9 28

Elementos de Borde?

Elementos de Borde?

M10 28M10 28M11 25M11 25

Ash cm2 Extension de AbGama 0 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.90 0 0.000 0 0.00 0.9

Armadura longitudinal de borde Armadura long repartida2 mm @ S cm 2 mm @ S cm

20 20 10 20 16020 20 10 20 16020 30 10 20 24020 30 10 20 24020 20 10 20 16020 20 10 20 16020 40 10 10 32020 40 10 10 32020 40 10 10 32020 40 10 10 32020 50 10 10 40020 50 10 10 40020 30 10 10 24020 30 10 10 24020 30 10 10 24020 30 10 10 24020 50 10 10 40020 50 10 10 400

Ext_vertical 21.7.6.2 b)

Ext_ horizontal 21.7.6.4 a)

Estribos de borde

21.7.6.4 c)--- Ash/s

Smax cm 21.4.4.2

Distribucion horizontal cm

Distribucion horizontal cm

20 40 10 10 32020 40 10 10 32020 40 10 10 32020 40 10 10 320

Extension de AbLb cm

20203030202040404040505030303030505040404040

Estribos en los bordes Ganchos de amarre Armadura transversal mm @ S cm mm @ S cm 2 mm @ S cm S max mm

0 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 450

0 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 4500 0 0 0 10 20 450

Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla Doble malla

Doble malla Doble malla Doble malla Doble malla

DATOSAREAS TRIBUTARIASPISO 10PISO 9PISO 8PISO 7PISO 6PISO 5PISO 4PISO 3PISO 2PISO 1COMBINACIONESDISEO NIVEL1DISEO NIVEL2DISEO NIVEL3