tanteo 01DISEO DE ZAPATAS AISLADAS CON CARGAS CONCENTRICAS Y EXCENTRICASPROYECTO:"MEJORAMIENTO DE LAS CONDICIONES DE SALUBRIDAD DEL SERVICIO DE ALIMENTACION ESCOLAR EN LOS CENTROS EDUCATIVOS DE LANGUI - CANCHIS - CUSCO"DatosResultados

Caracteristicas de los materiales:Caracteristicas del suelo de FundacionConcreto f'c=210.00kg/cm2.Prof. Cim. Df=1.80m.Agresividad del suelo presente-NO(si/no)P.Esp.Con. = 2.40Tn/m3.P.Esp.Suelo = 1.60Tn/m3.Acero de ref. fy=4200.00kg/cm2.qadm=1.00kg/cm2.Cx=0.25m. r=0.075m.Fact. Red. =0.85FS=3Cy=0.50m.

Z1PD=12.00Tn.h(tanteo)=0.55m.0.889kg/cm2.PL=8.00Tn.d=0.475m.m 3-3 (X)=4m 2-2 (Y)=41DimensionesChek. Corte flexion12.67tn/m2Area (A)=2.25m2L'y1=0.65m.Dy=1.60m.L'y2=0.45m.Dx=1.50m.L'x1=0.00m.Lmay/Lmen=1.07OkL'x2=1.25m.A. real (Ar)=2.40m2.Sentido XLx1=0.0000m.h1nec=0m.0.272 Chek. Corte punzonamientoLx2=1.0125m.h2nec=0.2714504062m.A'= Area no punzonadah=0.27m.b0= Perimetro punzonadoSentido YAsmin=11.4723399241hnec=0.12m.Ly1=0.4125m.h3nec=0.1550353507A'=1.693Ly2=0.2125m.h4nec=0.11623033220.16b0=3.400Ok (realizar el diseo de acero)Ok (revisar por Corte Punzonamiento)

Calculo de aceroSentido XMuY=6.6758333333tn-m.Asx=11.4723399241cm2.usando 5/8a60.93382338370.88352991630.8830577802rep.5/8@17.26cm.As3.96874938073.75500214413.75299556573.7529767389 Sentido YMuX=13.90tn-m.Asy=11.4723399241cm2.usando 5/8=0.9rep.5/8@17.26cm.a31.88038178231.85777312331.8573221811B=100.00 cm.(1.0 m.)As7.9916225757.8955357747.89361926977.89358105341.6

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