zapataCALCULO DE ZAPATAS AISLADAS (ZI):Z-2DATOS:CONSTANTES:DIMENSIONAMIENTO:CM+CVP=49.0336tonf*c=200kg/cm2REVISION DEL PERALTE PROPUESTO BAJO CM+CVCM+CV+CAP=42.0288tonf"c=170kg/cm2q=9.81ton/m2M=2.10144ton-mEc=158114kg/cm2mu=3.75ton-mdadobc=25cmpmin=0.00264d=29.40cmhc=30cmpmax=0.01429As=3.43cm2st=9ton/m2fy=4200kg/cm2P=0.00117g=1.4ton/m3Fr=0.9flexinsea p=0.00264OKf'c=250kg/cm2Fr=0.8cortanteprofundidadH=120cmvCR=11.31kg/cm2TENSION DIAGONAL:tanteoh=35cmVcr=9282kgVu=5698kgVcr > Vu OKCALCULOS:sEF=6.97ton/m2REVISION DEL AREA PROPUESTAREVISION POR PENETRACION:Area=9.85m2BAJO CM+CV+CAPsc=227.60cmZap cuad=3.14mAsc=6691cm2tanteoA=2.00me=0.050mVu=65.48tonB=3.50msACT=6.95ton/m2vU=9.79kg/cm2v cr > v u OKArea=7.00m2ESF act < ESF ef OKREVISION BAJO CM+CV+CAq=6.95ton/m2RESUMEN:a=0.391A=200cmJc=3.6E+06cm4B=350cmVu=43.99tonh=35cmvU=7.26kg/cm2v cr > v u OKH=120cmREFUERZO PARALELO LADO LARGO (REF. a)REFUERZO PARALELO LADO CORTO#3@9.2M=25.11ton-mAs=7.75cm2#4@16.4Mfc=9.13ton-m#5@25.6As=8.84cm2#6@36.8P=0.00311REFUERZO PARALELO LADO CORTO (REF. b)sea p=0.00311#3@8.0As=8.84cm2#4@14.4#5@22.4#6@32.2ESF act < ESF ef OKESF act > ESF ef NO PASAOKAUMENTA PERALTEv cr > v u OKv cr < v u AUMENTA PERALTEVcr > Vu OKVcr < Vu AUMENTA PERALTE

constantesfy=4200kg/cm2f'cf*cf"cEcpminpbpmax10080681000000.001670.007620.005718.944.471501201021224740.002040.011430.0085710.955.482001601361414210.002360.015240.0114312.656.322502001701581140.002640.019050.0142914.147.073002402041732050.002890.022860.0171415.497.753502802311870830.003120.025910.0194416.738.374003202542000000.003330.028470.0213517.898.944503602742121320.003540.030740.0230518.979.495004002922236070.003730.032720.0245420.0010.00

Hoja3