Hoja1Fy4200kg/cm2ZAPATASFc210kg/cm2bx25cmbx25cmty75cmty120cmh0.6mh0.6mPcm21.76tonPCM20.23tonPcv2.91tonPCV4.14tonPsx25.41tonPSX29.57tonPsy6.85tonPSY45.55tonMcmx-0.0305ton-mMCMX0.0602ton-mMcvx0.0141ton-mMCVX0.036ton-mMsx4ton-mMSX0.67ton-mMcmy0.0573ton-mMCMY0.057ton-mMcvy0.0175ton-mMCVY0.027ton-mMsy7.2ton-mMSY0.036ton-mhcap po1.65kg/cm2cap po1.65kg/cm2Eg0.47Eg0.47Lc/c3.5Lc/c3.5Area1.9436969697m2Area estimadaArea1.9200606061m2Lx1.5m2Dimension en XLx1.3m2By1.2957979798m2Dimension en YBy1.476969697m2Ppzap2.7989236364tonPeso zap estimadaPpzap2.7648872727h0.6mLx2.4mDimension dadaLx1.5Dimension dadaBy1.7mDimension dadaBy1.7Dimension dadaArea4.08m2Area finalArea2.55Area finalPpzap5.8752tonPeso propio zapataPpzap3.672Peso propio zapataDireccion XDireccion YDireccion XDireccion YEstaticamenteEstaticamenteEstaticamenteEstaticamenteRts16.5Rts16.5Rts16.5Rts16.5Area4.08Area4.08Area2.55Area2.55Lx2.4By1.7Lx1.5By1.7Mcmx0.0305Mcmy0.0573Mcmx0.0602Mcmy0.057Mcvx0.0141Mcvy0.0175Mcvx0.036Mcvy0.027Mom. Tot0.0446Mom. Tot0.0748Mom. Tot0.0962Mom. Tot0.084Pcm21.76Pcm21.76Pcm20.23Pcm20.23Pcv2.91Pcv2.91Pcv4.14Pcv4.14Pp5.8752Pp5.8752Pp3.672Pp3.672PT30.5452PT30.5452PT28.042PT28.042e0.0014601312me0.0024488299me0.0034305684me0.0029955067mEsfuerzo7.5138970588ton/m2Esfuerzo7.5512745098ton/m2Esfuerzo11.1477647059ton/m2Esfuerzo11.1131257209ton/m2VerificacionokVerificacionokVerificacionokVerificacionokAspecto SismicoAspecto SismicoAspecto SismicoAspecto SismicoRtsu21.945Rtsu21.945Rts21.945Rts21.945Area4.08Area4.08Area2.55Area2.55Lx2.4By1.7Lx1.5By1.7Mcmx0.0305ton-mMcmy0.0305ton-mMcmx0.0602ton-mMcmy0.0602ton-mMcvx0.0141ton-mMcvy0.0141ton-mMcvx0.036ton-mMcvy0.036ton-mMsx4ton-mMsy7.2ton-mMsx0.67ton-mMsy0.036ton-mMom. Tot.4.0446ton-mMom. Tot.7.2446ton-mMom. Tot.0.7662ton-mMom. Tot.0.1322ton-mPcm21.76tonPcm21.76tonPcm20.23tonPcm20.23tonPcv2.91tonPcv2.91tonPcv4.14tonPcv4.14tonPp5.8752tonPp5.8752tonPp3.672tonPp3.672tonPsx25.41tonPsy6.85tonPsx29.57tonPsy45.55tonPT55.9552tonPT37.3952tonPT57.612tonPT73.592tone0.0722828263e0.1937307462e0.0132993126e0.0017963909VerificacionTrabaja a compresionVerificacioncambiarVerificacionTrabaja a compresionVerificacionTrabaja a compresionEsfuerzo16.1928186275Esfuerzo15.4324452134Esfuerzo23.7948235294Esfuerzo29.0425836217VerificacionOKVerificacionOKVerificacionAumentar areaVerificacionAumentar areaZAPATA CONECTADACargas EstaticasCargas estaticasArea4.08Area2.55Rts16.5Rts16.5Lx2.4Lx1.5Ly1.7Ly1.7Eg0.47Eg0.47Lc/c3.5Lc/c3.5L3.03L3.03Ppzap5.8752Ppzap3.672Pcm21.76Pcm20.23Pcv2.91Pcv4.14P124.67P224.37Pey3.82669967P2x3.82669967R128.49669967R220.54330033PT34.37189967PT24.21530033Esfuerzo8.4244852132Esfuerzo9.4961962079VerificacionokVerificacionokCargas DinamicasCargas DinamicasArea4.08Area2.55Rts16.5Rts16.5Lx2.4Lx1.5Ly1.7Ly1.7Eg0.47Eg0.47Lc/c3.5Lc/c3.5L3.03L3.03Ppzap5.8752Ppzap3.672Pcm21.76Pcm20.23Pcv2.91Pcv4.14Psx25.41Psx29.57P150.08P253.94Pey7.7681848185P2x7.7681848185R157.8481848185R246.1718151815PT63.7233848185PT49.8438151815Esfuerzo15.6184766712Esfuerzo19.5465941888Rtsu21.945Rtsu21.945VerificacionokVerificacionokMomentos permanentesMomentos permanentesArea4.08Area2.55Ly1.7Ly1.7Mcmx0.0305Mcmx0.0602Mcvx0.0141Mcvx0.036MT0.0446MT0.0962R128.49669967R120.54330033Pp5.8752Pp3.672PT34.37189967PT24.21530033e0.0012975716e0.0039726949L/60.2833333333L/60.2833333333EstadoCae en nucleo centraEstadoCae en nucleo centraEsfuerzo8.4630665281Esfuerzo9.6293449968Rts16.5Rts16.5okokMomentos dinamicosMomentos dinamicosRts16.5Rts16.5Area4.08Area2.55Ly1.7Ly1.7Mcmx0.0305Mcmx0.0602Mcvx0.0141Mcvx0.036Msx4Msx0.67MT4.0446MT0.7662Pp5.8752Pp3.672R157.8481848185R146.1718151815PT63.7233848185PT49.8438151815e0.0634712047e0.0153720175L/60.2833333333L/60.2833333333EstadoCae en nucleo centraEstadoCae en nucleo centraEsfuerzo19.1172655985Esfuerzo20.6070786179Rtsu21.945Rtsu21.945VerificacionokVerificacionokDISEO DE LA VIGA DE CIMENTACIONd54cmbx35cmDiseo por flexionbx35cmEg0.47mPcm21.76tonPcv2.91tonPsx25.41tonPsy6.85tonMcmx-0.0305ton-mMcvx0.0141ton-mMsx4ton-mCombo 1Mu(-)16.70984ton-mCombo 2Mu(-)30.492075ton-mCombo 3Mu(-)25.11973ton-mDiseo viga de cimentacionKu29.8766166961kg/cm2Cuantia0.0089As16.821Diseo por cortantePcm121.76Pcm220.23Pcv12.91Pcv24.14Ps25.41Ps45.55Eg0.47Eg0.47L3.03Vu1Vu2L3.03COMBO 1(1.4CM+1.7CV)COMBO 1(1.4CM+1.7CV)Vu135.41Vu235.36R140.90R229.87Vu5.49Vu5.49COMBO 2(1.25(CM+CV)+PS)COMBO 2(1.25(CM+CV)+PS)Vu156.2475R1R2Vu276.0125R164.97R287.80Vu8.72LVu11.79COMBO 3(0.9CM+PS)COMBO 3(0.9CM+PS)Vu144.994Vu263.757R151.97R273.65Vu6.98Vu9.89Vumax8.72Vumax11.79Calculo de Resistencia al corte de concretoCalculo de Resistencia al corte de concretoFc210.00Fc210.00bw35bw35d54d540.850.85Vc14.52Vc14.52ChequeoUsar Estribo mnimoChequeoUsar Estribo mnimoCalculo de Estribo mnimoCalculo de Estribo mnimoFy4200kg/cm2Fy4200kg/cm2Fc210kg/cm2Fc210kg/cm2 (Estr.)3/8in (Estr.)3/8inA(estribo)0.71cm2A(estribo)0.71cm2bw35cmbw35cmd54cmd54cmS159.01S159.01S248.86S248.86S327S327Smax27.00Smax27.00