Z01Diseo de Estructuras de Concreto ArmadoZapata Combinada Ing. Ovidio Serrano Zelada

Caso 01

Datos:Del nivel de cimentacinDe los materialesNPT = 0.15mf'c = 210Kg/cm2NFZ = -1.30mfy = 4200Kg/cm2hf = 1.45mDel suelo de fundacinOtrost = 1.98Kg/cm2Lo = 5.00mKo = 3800Tn/m3s/c = 300.00Kg/m2

SolicitacionesDimensionesColumna 01Columna 02b (m)x-x0.400.50h (m)y-y0.300.30CargasPD (Tn) = 26.0038.00PL (Tn) = 12.0018.00MomentosDireccin LongitudinalMD (Tn-m) = 1.0801.780ML (Tn-m) = 0.4701.050MS (Tn-m) = 6.2507.550PS (Tn) = 12.00014.000Direccin TransversalMD (Tn-m) = 0.7801.100ML Tn-m) = 0.3800.700MS (Tn-m) = 4.7506.200PS (Tn) = 8.00012.000

Esfuerzo Neto del Terrenon=16.60Tn/m2

Dimensionamiento en Plantaa. Sin considerar sismon=16.60Tn/m2ns=22.54Tn/m2P1=38.00TnML1=1.550Tn-mP2=56.00TnML2=2.830Tn-mR=94.00TnMT1=1.160Tn-mMT2=1.800Tn-mDiseo de Estructuras de Concreto ArmadoZapata Combinada Ing. Ovidio Serrano Zelada

A=5.663m2AdoptamosUbicacin de la ResultanteXg =3.49mL=6.99me=-0.00660mB=0.81m

Verificacin de PresionesAdoptamosL=7.00mB=1.00m

1 = 15.97Tn/m2