Calculo De Cimentacion

"altura
m" "longitud
cm" Longtud(m) hcim(m) B(m) propuesto P (kg) Peso cimentacion (kg) P total (kg) qa ( ton/m2) q actuante (ton/m2) CUMPLE1.33*qa Vu Mu
20,21 M 2.6 85 3 1.2 1 1,656.00 8460 10,116.00 8.1 3.372 CUMPLE 10.773 10.89 28.314
22,23 M 2.6 85 3 1.2 0.5 1,427.64 42305,657.64 6.75 3.77176 CUMPLE 8.9775 0.67 1.742
24 M 2.6 55 0.55 1.2 1 15,220.31 1551 16,771.31 8.1 30.49329091 NO CUMPLE 10.773 2.54 6.604
25 M 2.6220 2.2 1.2 1 3,804.44 6204 10,008.44 8.1 4.549290909 CUMPLE 10.773 7.1 18.46
26 M 2.6 220 2.2 1.2 1 8,637.84 6204 14,841.84 8.16.746290909 CUMPLE 10.773 6.99 18.174
27,28,29 M 2.6 65 3.2 1.2 1 12,917.70 9024 21,941.70 8.1 6.85678125 CUMPLE 10.773 1.98 5.148
30,31 M 2.6 32 2.41.2 1 1,582.40 6768 8,350.40 8.1 3.479333333 CUMPLE 10.773 3.93 10.218

Muro "altura
m " "longitud
cm" Longitud (m) hcim(m)B(m) propuesto P (kg) Peso cimentacion (kg) P total (kg) qa ( ton/m2) q actuante (ton/m2) CUMPLE 1.33*qa Vu Mu
32 M 2.6 1550 15.5 1.2 1 311092.443710 354,802.40 8.1 5499.4372 NO CUMPLE 10.773 20.31 52.806
33 M 2.6 290 2.9 1.2 1 33107.23 8178 41,285.23 8.1 119.727167 NO CUMPLE 10.773 1.564.056
34 M 2.6 1550 15.5 1.2 1 295468.6 43710 339,178.60 8.1 5257.2683 NO CUMPLE 10.773 21.91 56.966
35 M 2.6 185 1.85 1.2 1 22270.835 521727,487.84 8.1 50.85249475 NO CUMPLE 10.773 0.48 1.248
36,37,38 M 2.6 95 2.8 1.2 1 11706.7 7896 19,602.70 8.1 54.88756 NO CUMPLE 10.773 0.151 0.3926