Tabela de Cargas da Fundação
Parede
Pilar DISTANCIA HALTURA Dtotal(d1*d2) Peso Especifico(Kgf/m³) Peso da Parede(Kgf/m)
P1 2.229 5.5 12.2595 1600 2942.28
P2 2.428 5.5 13.354 1600 3204.96
P3 2.426 5.5 13.343 1600 3202.32
P4 2.317 5.5 12.7435 1600 3058.44
P5 2.532 5.5 13.926 1600 3342.24
P6 2.508 5.5 13.794 1600 3310.56
P7 2.508 5.5 13.794 1600 3310.56
P8 2.526 5.5 13.893 1600 3334.32
P9 2.526 5.5 13.893 1600 3334.32
P10 2.526 5.5 13.893 1600 3334.32
P11 2.526 5.5 13.893 1600 3334.32
P12 2.355 5.5 12.9525 1600 3108.6
P13 2.333 5.5 12.8315 1600 3079.56
P14 2.333 5.5 12.8315 1600 3079.56
P15 2.505 5.5 13.7775 1600 3306.6
E1 2.425 5.5 13.3375 1600 3201
E2 1.976 5.5 10.868 1600 2608.32
E3 2.426 5.5 13.343 1600 3202.32
E4 2.426 5.5 13.343 1600 3202.32
E5 2.489 5.5 13.6895 1600 3285.48
E6 2.526 5.5 13.893 1600 3334.32
E7 2.526 5.5 13.893 1600 3334.32
E8 2.526 5.5 13.893 1600 3334.32
E9 2.526 5.5 13.893 1600 3334.32
E10 2.526 5.5 13.893 1600 3334.32
E11 2.451 5.5 13.4805 1600 3235.32
E12 2.451 5.5 13.4805 1600 3235.32
E13 2.333 5.5 12.8315 1600 3079.56
E14 2.333 5.5 12.8315 1600 3079.56
E15 2.333 5.5 12.8315 1600 3079.56
