Analisis Estructural

ARMADURA DE MUROS (ACI318) PROYECTO : 2007-31-A2 Bellavista 4 subtes P4 fun ARCHIVO : 2007-31-A2 Bellavista 4 subtes P4 fun

26-9-2007

1

COMBINACIONES DE CARGA:

1: 1.4*D + 1.7*L 2: 1.4*D + 1.4*L +/- 1.4*S 3: 0.9*D +/- 1.4*S

D = 1.00*CM + 1.00*PP L = 1.00*SC Sx = |1.00*SISMOX| + |0.30*SISMOY| Sy = |0.30*SISMOX| + |1.00*SISMOY| Se Aplica un Factor de Reduccion de 0.4 al EC = SCTau_Max = 25[Kgf/cm2] Area_Max = 4[cm2]

1: H30 Fc = Fy =

250[Kgf/cm2] 4200[Kgf/cm2]

Eje: J NL 1.3 1.2 2.8 3.4 4.3 4.9 5.8 6.4 7.3 7.9 8.8 9.3 10.2 10.7 11.5 12.0 13.6 14.2 24.2 25.8 28.2 31.6 34.5 2.2 3.4 4.0 5.1 5.9 6.8 7.6 8.5 9.3 10.2 11.0 11.9 12.8 13.6 14.5 15.5 16.8 19.5 18.7 20.1 21.8 23.8 26.7 24.0 MD -0.7 9.9 5.8 8.4 6.0 8.6 6.4 9.3 7.4 10.6 9.3 13.4 13.5 19.7 23.3 36.1 54.6 55.0193.4 -80.7 -94.6 -95.4 -99.0 16.5 27.9 18.0 8.0 7.2 7.2 7.1 7.6 7.9 8.7 9.4 10.5 12.0 14.2 17.9 25.2 39.3 20.6 -3.5 -294. -298. -296. -250. 15.7 ML -0.2 1.4 0.5 1.0 0.6 1.0 0.6 1.1 0.8 1.3 1.0 1.6 1.5 2.3 2.4 3.9 5.3 6.4 16.6 -2.3 -5.8 -8.8 -12.4 2.6 3.5 2.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.3 1.5 1.6 1.9 2.3 3.2 4.6 2.9 -3.2 -25.2 -29.6 -33.4 -24.9 4.5 A1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NS 4.1 5.0 12.4 18.4 24.9 31.5 38.2 44.6 50.8 56.7 62.1 67.3 72.1 76.7 81.0 85.2 88.9 93.1 151.8 190.8 222.5 253.0 277.7 0.7 5.8 10.7 23.6 32.6 41.7 51.1 60.2 69.4 78.2 87.3 96.0 105.1 114.3 124.5 135.5 149.4 181.8 217.7 232.1 250.4 272.6 290.9 153.7 MS 9.45.4 13.3 17.8 22.5 26.8 32.5 39.2 45.5 52.0 58.3 65.0 71.8 79.3 86.6 93.3 95.8 103.4 151.0 137.6 135.3 156.0 191.2 1.3 9.3 9.6 22.1 27.2 32.7 39.2 46.7 55.1 62.6 71.2 79.3 89.4 100.4 115.5 135.6 166.9 206.9 248.9 376.0 424.4 487.9 567.6 143.8 SISMO-X A2+ A20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.6 0.0 27.4 0.0 34.0 0.0 40.9 0.0 44.0 0.0 0.0 A3+ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 A30.1 0.1 0.0 0.0 0.0 0.1 0.1 0.7 0.8 1.3 1.3 1.7 1.7 2.2 2.4 3.0 2.6 2.6 6.8 8.8 15.9 22.5 29.3 0.0 0.0 0.0 0.0 0.0 0.1 0.8 1.6 2.5 3.2 4.0 4.8 5.8 6.9 8.5 10.7 14.1 17.5 25.8 40.9 47.5 54.5 59.7 0.7 NS 4.5 5.6 11.3 15.6 20.1 24.8 29.5 34.1 38.4 42.6 46.3 49.8 52.9 55.8 58.2 60.4 62.2 66.6 120.3 152.2 184.5 215.8 240.1 0.8 5.2 10.0 21.9 30.4 38.6 47.3 55.3 63.6 71.279.1 86.5 94.8 103.2 113.5 125.8 144.1 181.9 220.6 249.2 286.1 325.7 353.6 124.5 MS 12.8 9.7 28.1 38.8 49.8 60.1 71.2 83.2 93.9 104.2 113.6 123.2 132.6 142.7 152.2 161.1 163.8 171.5 243.3 226.2 230.0 277.5 354.1 2.0 15.9 18.5 42.8 55.2 67.7 80.7 93.9 107.4 118.7 130.9 142.1 156.0 171.5 194.0 225.4 276.9 358.4 485.3 572.9 708.0 841.6 954.6 275.4 A3+ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A30.2 0.5 0.1 0.6 0.7 1.2 1.3 2.0 2.0 2.5 2.4 2.7 2.6 3.1 3.0 3.6 2.7 3.0 8.8 9.2 16.7 25.0 34.7 0.0 0.0 0.0 0.0 1.0 1.9 3.0 4.0 5.0 5.8 6.7 7.4 8.5 9.8 11.9 15.1 20.6 27.9 42.7 53.6 67.8 81.7 90.3 8.9 QD 11.0 4.2 2.8 2.4 2.5 2.3 2.7 2.4 3.1 2.8 3.7 3.6 5.1 5.78.7 11.8 18.7 12.0 23.6 35.1 19.5 12.3 10.6 -15.7 -5.7 -3.5 -2.9 -2.2 -2.3 -1.7 -2.0 -1.4 -1.9 -1.1 -1.7 -0.7 -1.3 0.1 1.7 3.1 -14.5 -36.4 -51.8 -42.7 -31.5 -7.6 12.3 QL 1.5 0.5 0.2 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.8 1.1 1.7 0.9 0.5 4.0 1.9 1.1 1.4 -1.8 -0.6 -0.3 -0.3 -0.2 -0.2 -0.1 -0.1 -0.1 -0.1 -0.1 -0.1 0.0 0.0 0.1 0.3 0.5 -1.2 -5.4 -7.0 -8.3 -7.7 -2.0 -0.3 SISMO-Y A2+ A20.0 0.1...