ZAPATAS

zapata Z-1ZAPATA AISLADA RECTANGULAR Z-1SECCION COLUMNAB (m.) =0.40D (m.) =0.40AXIAL (KN.) =204.06Fy (KN/m.2) =420000Fc (KN/m.2) =21100p mx =0.0162CAPACIDAD PORTANTE TERRENOqu (KN/m.2) =100EJES :DISEO ZAPATACargas:AREA NECESARIA DE CIMENTACIONDe columna (P1)204.06Peso propio(9%)22.452.265m.2TOTAL226.51KN1.511.50m.1.5051.50m.0.55PRESION NETA DE CONTACTO90.6933333333K.N/m.2DISEO A FLEXIONM al borde columna20.58K.N-m34.979285K,N-mARMADURA RESULTANTE EN ZAPATAd (m.) =0.28r =0.0008# de Varilla a utilizar en zapatas ?#4h (m.) =0.35As (cm2.) =8.40Area =1.27cm2p mn =0.002Asmn. (cm2.) =10.5941.7517en ambos sentidosb=0.68DISEO A CORTEComprobacin a d/2:40.53KN68.90KN0.262386.74KN/m.21.0Uu < fVc=1952.2262932355K.N/m.2O.K.Comprobacin a una distancia d55.78KN94.81988KNLcorte =0.270.2340270.14KN/m.2650.7420977452K.N/m.2Uu < fVc=650.7420977452K.N/m.2O.K.

=COLDB#L =c.Colocar

zapata Z-2ZAPATA AISLADA RECTANGULAR Z-2SECCION COLUMNAB (m.) =0.40D (m.) =0.40AXIAL (KN.) =389.73Fy (KN/m.2) =420000Fc (KN/m.2) =21100p mx =0.0162CAPACIDAD PORTANTE TERRENOqu (KN/m.2) =100EJES :DISEO ZAPATACargas:AREA NECESARIA DE CIMENTACIONDe columna (P1)389.73Peso propio(9%)42.874.326m.2TOTAL432.60KN2.082.00m.2.0802.00m.0.8PRESION NETA DE CONTACTO97.4325K.N/m.2DISEO A FLEXIONM al borde columna62.36K.N-m106.00656K,N-mARMADURA RESULTANTE EN ZAPATAd (m.) =0.23r =0.0027# de Varilla a utilizar en zapatas ?#4h (m.) =0.30As (cm2.) =12.60Area =1.27cm2p mn =0.002Asmn. (cm2.) =121042.2521en ambos sentidosb=0.63DISEO A CORTEComprobacin a d/2:87.76KN149.20KN0.2261049.45KN/m.21.0Uu < fVc=1952.2262932355K.N/m.2O.K.Comprobacin a una distancia d133.48KN226.9202925KNLcorte =0.570.2180520.46KN/m.2650.7420977452K.N/m.2Uu < fVc=650.7420977452K.N/m.2O.K.

=COLDB#L =c.Colocar

zapata Z-3ZAPATA AISLADA RECTANGULAR Z-3SECCION COLUMNAB (m.) =0.40D (m.) =0.40AXIAL (KN.) =607.01Fy (KN/m.2) =420000Fc (KN/m.2) =21100p mx =0.0162CAPACIDAD PORTANTE TERRENOqu (KN/m.2) =100EJES :DISEO ZAPATACargas:AREA NECESARIA DE CIMENTACIONDe columna (P1)607.01Peso propio(9%)66.776.738m.2TOTAL673.78KN2.602.50m.2.5962.50m.1.05PRESION NETA DE CONTACTO97.1216K.N/m.2DISEO A FLEXIONM al borde columna133.85K.N-m227.5376985K,N-mARMADURA RESULTANTE EN ZAPATAd (m.) =0.33r =0.0023# de Varilla a utilizar en zapatas ?#5h (m.) =0.40As (cm2.) =18.74Area =1.98cm2p mn =0.002Asmn. (cm2.) =201152.7524en ambos sentidosb=0.73DISEO A CORTEComprobacin a d/2:138.81KN235.98KN0.3131033.62KN/m.21.0Uu < fVc=1952.2262932355K.N/m.2O.K.Comprobacin a una distancia d214.88KN365.298618KNLcorte =0.720.2880507.36KN/m.2650.7420977452K.N/m.2Uu < fVc=650.7420977452K.N/m.2O.K.

=COLDB#L =c.Colocar

zapata Z-4ZAPATA AISLADA RECTANGULAR ZAPATA 1SECCION COLUMNAB (m.) =0.35D (m.) =0.45AXIAL (KN.) =229Fy (KN/m.2) =420000Fc (KN/m.2) =21100p mx =0.0162CAPACIDAD PORTANTE TERRENOqu (KN/m.2) =88EJES :DISEO ZAPATACargas:AREA NECESARIA DE CIMENTACIONDe columna (P1)229.00Peso propio(9%)25.192.889m.2TOTAL254.19KN1.642.00m.1.7592.00m.0.825PRESION NETA DE CONTACTO57.25K.N/m.2DISEO A FLEXIONM al borde columna38.97K.N-m66.241828125K,N-mARMADURA RESULTANTE EN ZAPATAd (m.) =0.38r =0.0006# de Varilla a utilizar en zapatas ?#5h (m.) =0.45As (cm2.) =15.20Area =1.98cm2p mn =0.002Asmn. (cm2.) =181052.2521en ambos sentidosb=0.83DISEO A CORTEComprobacin a d/2:51.44KN87.45KN0.344306.39KN/m.20.8Uu < fVc=2324.0789205184K.N/m.2O.K.Comprobacin a una distancia d72.71KN123.60275KNLcorte =0.4450.2948209.61KN/m.2650.7420977452K.N/m.2Uu < fVc=650.7420977452K.N/m.2O.K.PUNZONAMIENTO O CORTANTECortante con geometria de la columna que esta cargada la zapatab0.8l1f'c21N/mm2Esfuerzo resistente del concretoAreabo0.0020mmd0.0003mmVc=2.7822781005N*mmO.K.2782.2781005089K.N/m.2aSnd40lados del perimetro4dCanto utilbo0.3518709677Primetro critico43.2378704185N*mmO.K.43237.8704184869K.N/m.21.5122499793N*mmO.K.1512.2499793354K.N/m.2

=COLDB#L =c.ColocarVpu=0.17 (1+2/) (f^ c) bo dVpu=0. 083((Sn d)/bo) (f^ c) bo dVpu=0. 33 (f^ c) bo d

MBD0037C96F.unknown

MBD0037E206.unknown

MBD0037E20F.unknown

MBD0037E213.unknown

MBD0037E215.unknown

MBD0037E216.unknown

MBD0037E214.unknown

MBD0037E211.unknown

MBD0037E212.unknown

MBD0037E210.unknown

MBD0037E20B.unknown

MBD0037E20D.unknown

MBD0037E20E.unknown

MBD0037E20C.unknown

MBD0037E208.unknown

MBD0037E20A.unknown

MBD0037E207.unknown

MBD0037C977.unknown

MBD0037C97B.unknown

MBD0037E204.unknown

MBD0037E205.unknown

MBD0037E203.unknown

MBD0037C979.unknown

MBD0037C97A.unknown

MBD0037C978.unknown

MBD0037C973.unknown

MBD0037C975.unknown

MBD0037C976.unknown

MBD0037C974.unknown

MBD0037C971.unknown

MBD0037C972.unknown

MBD0037C970.unknown

MBD0010474B.unknown

MBD00104753.unknown

MBD00104757.unknown

MBD0037C96B.unknown

MBD0037C96D.unknown

MBD0037C96E.unknown

MBD0037C96C.unknown

MBD00104759.unknown

MBD0037C967.unknown

MBD0037C96A.unknown

MBD0010475A.unknown

MBD00104758.unknown

MBD00104755.unknown

MBD00104756.unknown

MBD00104754.unknown

MBD0010474F.unknown

MBD00104751.unknown

MBD00104752.unknown

MBD00104750.unknown

MBD0010474D.unknown

MBD0010474E.unknown

MBD0010474C.unknown

MBD00102776.unknown

MBD0010277A.unknown

MBD00104749.unknown

MBD0010474A.unknown

MBD00104748.unknown

MBD00102778.unknown

MBD00102779.unknown

MBD00102777.unknown

MBD00102772.unknown

MBD00102774.unknown

MBD00102775.unknown

MBD00102773.unknown

MBD0010276E.unknown

MBD00102770.unknown

MBD00102771.unknown

MBD0010276F.unknown

MBD0010276A.unknown

MBD0010276C.unknown

MBD0010276D.unknown

MBD0010276B.unknown

MBD00102768.unknown

MBD00102769.unknown