cimentacion cataluña

MetradoMuros

Proyecto :Proyectistas :

Caractersticas del Ladrillo a UsarPeso Especfico del Concreto Simple :g =2300.00Kg/m3g =2300.00Kg/m3Peso :2.50KgAncho :12.00 cmAncho de Junta :1.20 cmVolumende Tarrajeo por m2Largo :23.00 cmcmAltura :9.00 cmEspesor de Tarrajeo :1.50 cmV =0.03m3 / m2MuroVigasTipo deMurosCantidad de MorteroPeso del Muro Peso del Muro Altura S-CEspesorPesoPeso TotalMuroLargo ( m )Altura ( m )Area ( m2 )Ladrillo / m2 m3/m2PT ( Tn/m2 )P ( Tn/m )( m )( m )( Tn/m )( Tn/m )VCA101VC101Cabeza
JOSE CUEVA: Colocar :SogaCabezaCantoAparejo Americano8.15
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml1.8114.7574.270.0460.360.650.600.230.3170.97VCA102VC102Soga
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml2.2017.9340.510.0190.210.470.600.120.1660.64VCA104VC104Cabeza
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml3.0024.4574.270.0460.361.080.600.230.3171.40M 3A105M 3105Cabeza
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml3.5528.9374.270.0460.361.280.600.230.3171.59VRA102VR102Cabeza
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml2.9023.6474.270.0460.361.040.600.230.3171.36M V101VPV 102Cabeza
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml2.0016.3074.270.0460.360.720.600.230.3171.04MAE102VSAE 102Cabeza
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml2.2017.9374.270.0460.360.790.600.230.3171.11M 3V105M 3105Cabeza
Karina Arevalo Mendo: Los valores de la longitud no intervienen en el clculo de peso por ml3.5528.9374.270.0460.361.280.600.230.3171.59VRA102VR102Soga4.862.9014.0940.510.0190.210.621.700.120.4691.09

Zotano


DISEO DE ZAPATASESCALERAS

Peso es Especfico del Suelog :2.69 Tn / m3fy =4200.00Kg / cm2Esfuerzos PermisiblesAngulo del Talud :b :0.00fc =100.00Kg / cm2Flexin :f :0.65Ft =8.65 Kg/cm2 ngulo de friccin interna :f :36.00b1 =0.85Compresin :f :0.70Fc =5.95 Kg/cm2 Coeficiente de Empuje :Kp :3.85Cuanta Mnima Horizontal :r mn :0.0025Cortante :f :0.85Fv =4.51 Kg/cm2 Cuanta Mnima Vertical :r mn :0.0015EmpujeEmpejeReacciones en el MuroDistanciaAcero HorizontalAcero VerticalMuroAlturaEspesorL wdqE H AH BXM mxVmxPUA cvDistribucinVc Vn mx.V nVsS mxr hAs hfSS mxr vAs v fS( m )( cm )( m )( cm )( Tn / m )( Tn / m )( Tn / m )( Tn / m )( m )( Tn.m )( Tn )( Tn/m )( cm2 )del Refuerzo( Tn )( Tn )( Tn )( Tn )( cm )( cm2 )( Plg )( cm )( cm )( cm2 )( Plg )( cm )CC - 41.0025.001.0080.0010.365.181.733.450.5810.973.451.502500.00Dos Capas5.7654.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 21.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 11.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 11.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 11.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 11.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 11.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 11.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 21.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00 CC - 31.0025.001.0080.0010.365.181.733.450.5810.973.451.002500.00Dos Capas5.7354.004.0620.000.002851.433/8@ 20.00 20.000.005702.853/8@ 20.00

C.Corridos


DISEO DE ZAPATASResistencia del Concreto :100.00 Kg/cm2 Factores de CargaESCALERASPor Carga Muerta :1.50Por Carga Viva :1.80Capacidad Portamte del TerrenoEsfuerzos PermisiblesFactores de Reduccin de Capacidads t =0.85 Kg/cm2 Esfuerzo de Rotura :fr =13.30 Kg/cm2 Por Flexin :CC :f =0.65Factor Asumido para DeterminarPor Corte :f =0.85 el Peso de las ZapatasEsfuerzo por Corte :u c =4.51 Kg/cm2 Ancho Mnimo de Cimientos :40.00cma =1030.00 %Altura Minima de Cimientos :60.00cmTipo deUbicacinEspesorPeso delPeso SobreCargas ActuantesPesosAreaAncho delDimensionamiento en Planta
WINME: Dimensionamiento por Cargas de servicioEsfuerzos FactirizadosDiseo por FlexinDiseo por CorteDimensiones FinalesCIMIENTOSViga SobreMurodel del MuroMuro la VigaMuertaVivaTotalAdoptadosFactorizadaRequeridaCimientoExcentricidad
WINME: Exccentricidad por cargas verticaless maxs mnVerificacins u maxs u mnmX
WINME: Distancia en el punto de verificacin de MomentoWX
WINME: Carga distribuida en el punto de verificacin por momentoMuh minXWXVUh minAlturaAnchoel MuroMuroe ( m )( Tn/m )( Tn / m )P D ( Tn )P L ( Tn )P T ( Tn )P Z ( Tn )P U ( Tn )A Z ( m2 )B ( m )e ( cm )( Kg /cm2 )( Kg /cm2 )( Tn / m )( Tn / m )( m )( m )( Tn/m )( Tn.m )( cm )( m )( Tn/m )( Tn )( cm )h ( m )B ( m )CC - 1VPV 102LadrilloCentrado0.121.041.382.420.332.75
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin0.284.650.360.4011.620.1400.170011.620.1715.000.1411.621.635.000.600.40CC - 2VSAE 102LadrilloCentrado0.221.111.332.440.442.88
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin0.304.900.370.4012.240.0900.145012.240.1310.000.0912.241.105.000.600.40CC - 1VPV 102LadrilloCentrado0.220.000.150.15
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin0.020.290.020.400.730.0900.14500.730.015.000.090.730.075.000.600.40CC - 2LadrilloCentrado0.220.002.322.320.244.530.300.4011.340.0900.145011.340.1210.000.0911.341.025.000.600.40CC - 3LadrilloCentrado0.220.006.556.550.6712.800.850.8515.060.3150.370015.061.0330.000.3215.064.7415.000.600.85

Zapatas


DISEO DE ZAPATASResistencia del Concreto :210.00 Kg/cm2 Factores de CargaCapacidad Portante del Terreno s t 20.00 Tn/m2 Sobre CargaResistencia del Acero :4200.00 Kg/cm2 Por Carga Muerta :1.40Factor de Seguridad (F.S.):3ws/c =0.200Peso Especfico del Concreto :g =2.40 Tn/mPor Carga Viva :1.70Peso Volumetrico del Suelo (gs):1.8 Tn/m3 Capacidad Admisible del Terrenob 1 =0.85Factores de Reduccin de CapacidadPeso Volumetrico del Concreto (gc):2.4 Tn/m3 s t =1.91 Kg/cm2 Cuanta Balanceada :r b =0.02125Por Flexin :f =0.90Peso Volumetrico Promedio (gprom):2.1 Tn/m3 Factor Asumido para DeterminarCuanta Mxima :r mx =0.01594Por Corte :f =0.85Desplante Mnimo Df:1.2m el Peso de las Zapataswmx. =0.319Por Aplastamiento :f =0.70s n = (s t*F.S.-( gprom+Df+Ws/c))/F.S.a =0.00 %K =54.35s n =19.09 Tn/m2 Cuantias de Diseo :RNEVerfificacin pors mx p =0.27f ( 2+4/bo ) fc 1/2Dimensionamiento de las ZapatasDETERMINACIN DEL PERALTE MNIMODiseo del Refuerzo en concreto Armado de zapatasVerificacin de Transferencia de EsfuerzosCuanta Mnima :r min = 0.7( fc ^.5 )/ fy = 0.0024Punzonamientos mx p =1.1f fc 1/2 DIRECCIN XXDIRECCIN YYPeraltePeralteDimensiones FinalesDIRECCIN XXDIRECCIN YYBaastones en Compresinf =0.70Verificacin por AdherenciaVerificacin por Adherencia en cada ZapataDimencionesCargas ActuantesPesosAreaDimensiones AdoptadasArea de laPor Corte Por FlexinPor Corte Por FlexinPunzonamientoMnimoEfectivoAnchoLargo r r PeralteMomentos de DiseoDiseo del AceroReparticin del AceroMomentos de DiseoDiseo del AceroReparticin del AceroBastones en Traccinf =0.90Ld Requerida ( cm )Ld Disponible ( cm )Zapatas Columnab YY t XXMuertaVivaTotalAdoptadosFactorizadaRequeridaA XXB YYm XXm YYB YYA XXZapata s un s u.admVerificacin d minMud mind minMud minb o s mx p d mind mindA XXB YYdS.S
JOSE CUEVA: Recubrimiento contra el sueloC.S
JOSE CUEVA: Recubrimieto en contacto con el sueloTotalMuf MnAs mnwrAs Nf Abe Muf MnAs mnwrAs Nf Abe A 1A 2f af apDiseo de PedestalDiseo de Bastonesf AbLdd minDireccinDireccinDireccinDireccinVerificacin( cm )( cm )P D ( Tn )P L ( Tn )P T ( Tn )P Z ( Tn )P U ( Tn )A Z ( m2 )( m )( m )( m )( m )( m )( m ) AZ (m2) Kg/cm2 Kg/cm2 del Area( cm )( Tn.m )( cm )( cm )( Tn.m )( cm )( Kg / cm2 )( cm )( cm )( cm )( m )( m )( m )( cm )( cm )h ( m )( Tn.m )( Tn.m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )( Tn.m )( Tn.m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )( m2 )( m2 )( Kg / cm2 )( Kg / cm2 )X (m )H p ( m )FAs b c( cm2 )
JOSE CUEVA: Acero de bastone en compresinAs bt ( cm2 )
JOSE CUEVA: Acero de bastones en traccin

( Plg )( cm2 )( cm )( cm )XXYYXXYYZ1PL-1530.00
JOSE CUEVA: Dimensin de la Columna en la direccin paralela a la viga de coneccin15.00
JOSE CUEVA: Dimensin de la Columna en direccin perpendicular a la Viga de Coneccin Ver Figura 156.0016.0072.00
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin0.00105.603.770.705.400.5500.0505.400.703.782.792.80O.K16.4822.829.291.500.020.8435.337.038.8216.4840.000.705.400.4010.004.000.5022.82422.6252.170.01410.00070452.1727.005/81.98@ 20.000.0254.786.760.00010.0000066.766.001/21.27@ 8.000.803.7813.28124.95139.0031.0051.001.00Aumentar BYYZ2PL-1B565.0015.0050.0015.0065.000.0095.503.400.705.660.2750.0055.660.703.962.412.81O.K7.425.164.320.130.000.0837.677.007.697.6940.000.705.660.4010.004.000.505.16442.9754.680.00300.00015154.6828.005/81.98@ 20.000.0054.786.760.00000.0000006.766.001/21.27@ 8.000.853.9611.27124.951/239.0031.0023.50-3.50Aumentar AXX & BYYZ3PL-3170.0030.0057.0024.5081.500.00121.454.271.502.850.6000.5752.851.504.282.842.85O.K18.1914.5710.2217.447.049.805.679.0021.4021.4040.001.502.850.4010.004.000.5014.57223.0527.530.01710.00085427.5314.005/81.98@ 21.007.04117.3914.490.01570.00078414.4912.001/21.27@ 10.000.514.2823.81124.951/239.0031.0056.0053.50O.KZ4PL-4238.0015.0011.702.0013.700.0019.780.720.702.380.2750.0002.380.701.671.192.76O.K4.231.073.030.000.000.0015.877.493.704.2340.000.702.380.4010.004.000.501.07186.2722.990.00150.00007422.9912.005/81.98@ 20.000.0054.786.760.00000.0000006.766.001/21.27@ 8.000.361.675.54124.951/239.0031.0023.50-4.00Aumentar AXX & BYYZ5C10.3030.005.701.707.400.0010.870.390.700.600.2000.2990.600.700.422.592.80O.K5.680.313.258.470.814.86100.006.7812.5712.5740.000.700.600.4010.004.000.500.3146.965.800.00170.0000865.803.005/81.98@ 25.000.8154.786.760.00380.0001916.766.001/21.27@ 8.000.000.421207.78124.950.0510.9745450.00033147790.00025781611/21.2727.7930.0039.0031.0016.0025.85Aumentar AXX & BYYZ6C350.0030.0020.0010.0030.000.0045.001.570.702.250.2000.8752.250.701.582.862.86O.K6.091.293.4226.647.6614.951.6713.5512.9812.9840.000.702.250.4010.004.000.501.29176.0921.740.00190.00009521.7411.005/81.98@ 21.007.6654.786.760.03700.0018496.766.001/21.27@ 8.000.151.5830.00124.951/239.0031.0016.0083.50Aumentar AXX25.0025.004.811.095.900.008.580.311.001.000.3750.3751.001.001.000.862.78O.K4.360.603.514.360.603.511.0013.554.844.845.001.001.000.0510.004.000.150.601.221.210.13910.0069573.485.003/80.71@ 22.000.601.221.210.13910.0069573.485.003/80.71@ 15.000.060.0713.74124.951/230.0030.0033.5033.50O.K25.0050.009.202.1811.380.0016.590.600.800.750.1500.2500.750.800.602.772.78O.K4.460.232.527.440.694.202.0013.305.265.2610.000.800.750.1010.004.000.200.233.671.810.01660.0008311.813.003/80.71@ 33.000.693.911.930.04700.0023511.933.003/80.71@ 17.000.130.6013.27124.951/230.0030.0011.0021.00Aumentar AXX & BYY

C.Combinada2


DISEO DE ZAPATA COMBINADAResistencia del Concreto :175.00 Kg/cm2 Factores de CargaCOLUMNAS CA1 - C4 / 1NResistencia del Acero :4200.00 Kg/cm2 Por Carga Muerta :1.50PesosReaccin enExcentricidadCentro de
WINME: Distancia del extremo de columnas al extremo la zapata m1 y m2LongitudPeso Especfico del Concreto :g =2.40 Tn/mPor Carga Viva :1.80WDAdoptadosPUla Zapatae XXGravedadm 1m 2FinalCapacidad Portamte del Terrenob 1 =0.85Factores de Reduccin de Capacidad( Tn / m )P Z ( Tn )( Tn )R ( Tn )( m )X ( m )( m )( m )L ( m )s t =0.85 Kg/cm2 Cuanta Balanceada :r b =0.01771Por Flexin :f =0.900.656.1073.0239.46-0.381.170.250.253.08Factor Asumido para DeterminarCuanta Mxima :r mx =0.01328Por Corte :f =0.85LongitudAreaAnchoAreaDIRECCIN XXr r PeralteMomentos de DiseoDISEO DEL ACERO LONGITUDINAL EN LA ZAPATA - DRECCIN XX el Peso de las Zapataswmx. =0.319Por Aplastamiento :f =0.70FinalRequeridaB YYPropuestas un s u.admVerificacin WUVu mxd minMu mxd mindd min XXd min YYd minS.S
JOSE CUEVA: Recubrimieto en contacto con el sueloTotalMu mx ( - )Mu mx ( + )f Mn XXf Mn XXAs mn6.13( cm2 )a =1545.00 %K =45.29s mx p =0.27f ( 2+4/bo ) fc 1/2L ( m )A Z ( m2 )( m )A Z ( m2 ) Kg/cm2 Kg/cm2 del Area( Tn/m )( Tn )( cm )( Tn.m )( cm )( m )( cm )( cm )( m )( cm )( cm )h ( m )( Tn.m )( Tn.m )( Tn.m )Diseo del Acero SuperiorReparticin del Acero SuperiorCuantias de Diseo :RNCs mx p =1.1f fc 1/2 3.055.361.755.341.371.50O.K23.9427.4122.0010.5713.000.2222.007.010.2510.004.000.355.0610.5744.5844.58wrAs Nf Abe Cuanta Mnima :r min =0.0014Longitud ANLISIS EN LA DIRECCIN YYDIRECCIN YY( cm2 )Varillas( Plg )( cm2 )( cm )Verificacin de Transferencia de EsfuerzosBaastones en Compresinf =0.70Adherenciald ( cm )DimencionesCargas ActuantesAcumuladaMXXPor CortePor FlexinPunzonamientos mx p 12.37( Kg / cm2 )Diseo del AceroReparticin del Acero0.063750.00265611.6210.001/21.27@ 18.00Bastones en Traccinf =0.90Direccin XXDireccin YYRequeridaDisponibleZapatas b YY t XXMuertaVivaTotalFactorizadaen cada ( Tn.m )WUmVud minMud mindUbicacinb o boAdAcF Ps UP VerificacinMuL rAs mnwrAs Nf Abe Diseo del Acero InferiorReparticin del Acero InferiorA 1A 2f af apDiseo de PedestalDiseo de Bastonesf Ldd minDireccinDireccinVerificacin( cm )( cm )P D ( Tn )P L ( Tn )P T ( Tn )P U ( Tn )Columna ( m)( Tn/m )( m )( Tn )( cm )( Tn.m )( cm )( cm )de Columna( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)( Tn.m )( m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )wrAs Nf Abe ( m2 )( m2 )( Kg / cm2 )( Kg / cm2 )X (m )H p ( m )FAs b c( cm2 )

( Plg )( cm )( cm )YYYYC - 10 a25.00
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin28.090.0016.050.7508.036.094.516.036.09Interior1.00200.002500.005000.0024672.074.93O.K4.510.6502.280.07380.0030732.284.003/80.71@ 20.00( cm2 )Varillas( Plg )( cm2 )( cm )0.06107.2544.95104.131/231.0035.0030.00146.00CumpleC - 10 b25.0025.0019.052.3521.4032.812.1518.750.759.377.015.276.517.01Interior1.00200.002500.005000.0029385.075.88O.K5.270.6502.280.08680.0036182.284.003/80.71@ 20.000.029900.0012466.139.003/80.71@ 20.000.06107.2552.49104.131/223.0025.0030.00146.00Cumple

C.Combinada4


JOSE CUEVA: Recubrimieto en contacto con el sueloTotalMu mx ( - )Mu mx ( + )f Mn XXf Mn XXAs mn5.95( cm2 )a =1545.00 %K =45.29s mx p =0.27f ( 2+4/bo ) fc 1/2L ( m )A Z ( m2 )( m )A Z ( m2 ) Kg/cm2 Kg/cm2 del Area( Tn/m )( Tn )( cm )( Tn.m )( cm )( m )( cm )( cm )( m )( cm )( cm )h ( m )( Tn.m )( Tn.m )( Tn.m )Diseo del Acero SuperiorReparticin del Acero SuperiorCuantias de Diseo :RNCs mx p =1.1f fc 1/2 6.3510.821.7010.801.101.56O.K18.6326.1722.006.3910.000.2222.005.110.2510.004.000.3511.766.3943.3143.31wrAs Nf Abe Cuanta Mnima :r min =0.0014Longitud ANLISIS EN LA DIRECCIN YYDIRECCIN YY( cm2 )Varillas( Plg )( cm2 )( cm )Verificacin de Transferencia de EsfuerzosBaastones en Compresinf =0.70Adherenciald ( cm )DimencionesCargas ActuantesAcumuladaMXXPor CortePor FlexinPunzonamientos mx p 9.11( Kg / cm2 )Diseo del AceroReparticin del Acero0.039080.0016286.9210.003/80.71@ 17.00Bastones en Traccinf =0.90Direccin XXDireccin YYRequeridaDisponibleZapatas b YY t XXMuertaVivaTotalFactorizadaen cada ( Tn.m )WUmVud minMud mindUbicacinb o boAdAcF Ps UP VerificacinMuL rAs mnwrAs Nf Abe Diseo del Acero InferiorReparticin del Acero InferiorA 1A 2f af apDiseo de PedestalDiseo de Bastonesf Ldd minDireccinDireccinVerificacin( cm )( cm )P D ( Tn )P L ( Tn )P T ( Tn )P U ( Tn )Columna ( m)( Tn/m )( m )( Tn )( cm )( Tn.m )( cm )( cm )de Columna( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)( Tn.m )( m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )wrAs Nf Abe ( m2 )( m2 )( Kg / cm2 )( Kg / cm2 )X (m )H p ( m )FAs b c( cm2 )

( Plg )( cm )( cm )YYYYC - A125.00
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin43.780.0025.750.72512.234.626.775.115.11Interior4.00350.006250.008750.0036932.444.22O.K6.771.4004.900.05060.0021094.907.003/80.71@ 20.00( cm2 )Varillas( Plg )( cm2 )( cm )0.25231.0017.51104.131/231.0035.0030.00141.00CumpleC4 /1N40.00
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin40.922.4524.070.659.633.895.084.434.43Interior2.25360.007475.009000.0032727.923.64O.K5.081.3004.550.04070.0016964.557.003/80.71@ 20.000.360.0211.3725.801/231.0035.0030.00126.00CumpleC4 /1N40.0090.0019.465.6225.0839.314.9023.120.659.253.744.884.344.34Interior2.25360.007475.009000.0031113.923.46O.K4.881.3004.550.03910.0016284.557.003/80.71@ 20.000.073450.00306013.0111.001/21.27@ 16.000.360.0210.9225.801/223.0025.0030.00126.00Cumple

C.Combinada5


JOSE CUEVA: Recubrimieto en contacto con el sueloTotalMu mx ( - )Mu mx ( + )f Mn XXf Mn XXAs mn7.35( cm2 )a =1545.00 %K =45.29s mx p =0.27f ( 2+4/bo ) fc 1/2L ( m )A Z ( m2 )( m )A Z ( m2 ) Kg/cm2 Kg/cm2 del Area( Tn/m )( Tn )( cm )( Tn.m )( cm )( m )( cm )( cm )( m )( cm )( cm )h ( m )( Tn.m )( Tn.m )( Tn.m )Diseo del Acero SuperiorReparticin del Acero SuperiorCuantias de Diseo :RNCs mx p =1.1f fc 1/2 7.4515.492.1015.650.941.60O.K19.7634.0024.0011.0912.000.2424.006.300.2510.004.000.3517.9211.0953.5053.50wrAs Nf Abe Cuanta Mnima :r min =0.0014Longitud ANLISIS EN LA DIRECCIN YYDIRECCIN YY( cm2 )Varillas( Plg )( cm2 )( cm )Verificacin de Transferencia de EsfuerzosBastones en Compresinf =0.70Longitud de DesarrolloAdherenciald ( cm )DimencionesCargas ActuantesAcumuladaMXXPor CortePor FlexinPunzonamientos mx p 9.11( Kg / cm2 )Diseo del AceroReparticin del Acero0.055460.00231112.1310.001/21.27@ 22.00Bastones en Traccinf =0.90RequeridaDisponibleZapatas b YY t XXMuertaVivaTotalFactorizadaen cada ( Tn.m )WUmVud minMud mindUbicacinb o boAdAcF Ps UP VerificacinMuL rAs mnwrAs Nf Abe Diseo del Acero InferiorReparticin del Acero InferiorA 1A 2f af apDiseo de PedestalDiseo de Bastonesf Ldd minDireccinDireccinVerificacin( cm )( cm )P D ( Tn )P L ( Tn )P T ( Tn )P U ( Tn )Columna ( m)( Tn/m )( m )( Tn )( cm )( Tn.m )( cm )( cm )de Columna( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)( Tn.m )( m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )wrAs Nf Abe ( m2 )( m2 )( Kg / cm2 )( Kg / cm2 )X (m )H p ( m )FAs b c( cm2 )

( Plg )( cm )( cm )YYYYC - A125.00
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin57.030.0027.160.92518.335.3311.626.196.19Interior4.00350.006250.008750.0051147.995.85O.K11.621.4004.900.08900.0037074.907.003/80.71@ 20.00( cm2 )Varillas( Plg )( cm2 )( cm )0.25231.0022.81104.131/231.0035.0030.00181.00CumpleC 1025.00
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin48.392.8523.040.9315.554.569.865.705.70Interior1.20210.002750.005250.0045798.918.72O.K9.860.7002.450.15770.0065702.454.003/80.71@ 20.000.08115.5064.52104.131/231.0035.0030.00181.00CumpleC - A125.00100.0027.689.8137.4959.185.7028.180.9319.025.5212.066.306.30Interior4.00350.006250.008750.0053295.996.09O.K12.061.4004.900.09250.0038554.907.003/80.71@ 20.000.091630.00381820.0416.001/21.27@ 13.000.25231.0023.67104.131/223.0025.0030.00181.00Cumple

V.Conectadas A


DISEO DE ZAPATAS CONECTADASResistencia del Concreto :175.00 Kg/cm2 Factores de CargaZAPATAS PABELLN C Resistencia del Acero :4200.00 Kg/cm2 Por Carga Muerta :1.50Peso Especfico del Concreto :g =2.40 Tn/mPor Carga Viva :1.80Capacidad Portamte del Terrenob 1 =0.85Factores de Reduccin de CapacidadBHBoHos t =0.85 Kg/cm2 Cuanta Balanceada :r b =0.01771Por Flexin :f =0.9045.0035.0030.0040.06Factor Asumido para DeterminarCuanta Mxima :r mx =0.01328Por Corte :f =0.85I160781.25 el Peso de las Zapataswmx. =0.319Por Aplastamiento :f =0.70a =1030.00 %K =45.29Cuantias de Diseo :RNCVerfificacin pors mx p =0.27f ( 2+4/bo ) fc 1/2Dimensionamiento de las ZapatasDIRECCIN XXDIRECCIN YYPredimensionamiento de la Viga de Coneccinh =S/ 8.00 Cargas que Resiste la VigaPeso Total Repartido sobreANLISIS EN LA DIRECCIN XXANLISIS EN LA DIRECCIN YYAnlisis por PunzonamientoDiseo del Voncreto Armado de zapatasVerificacin de Transferencia de EsfuerzosCuanta Mnima :r min = 0.7( fc ^.5 )/ fy = 0.0022Punzonamientos mx p =1.1f fc 1/2 B = P T /24.0de Cimentacin la Viga de CimentacinPeraltePeralteDimensiones FinalesDIRECCIN XXDIRECCIN YYBaastones en Compresinf =0.70Verificacin por Adherencia en cada ZapataDimensiones FinalesDISTRIBUCIN DE ACERO EN CADA ZAPATADimensiones FinalesDISTRIBUCIN DE ACERO EN CADA ZAPATADimencionesCargas ActuantesPesosAreaDimensiones AdoptadasArea de la
JOSE CUEVA: Carga Distribuida que produce la zapata
JOSE CUEVA: Carga Distribuida que produce la zapataDireccin XXDireccin YYDireccin XXDireccin YYDireccin XXDireccin YYDireccin XXDireccin YYUbicacin de la ColumnaPor Corte Por FlexinPor Corte Por FlexinMnimoEfectivoPeralteDIRECCIN XXDIRECCIN YYAnchoLargo r r PeralteMomentos de DiseoDiseo del AceroReparticin del AceroMomentos de DiseoDiseo del AceroReparticin del AceroBastones en Traccinf =0.90Ld Requerida ( cm )Ld Disponible ( cm )AnchoLargo PeralteDIRECCIN XXDIRECCIN YYAnchoLargo PeralteAcero Tipo aAcero Tipo bZapatas Columnab YY t XXMuertaVivaTotalFactorizadaAdoptadosR R U RequeridaB YYA XXB YYA XXZapata W ZXX R UW XXW ZYY R UW YYS 1S 2S 1S 2h 1b 1h 2b 2h 1b 1h 2b 2VC 1VC 2VC 1VC 2VC 1VC 2VC 1VC 2en Cada DireccinW U mxd minM u d minW U mxd minM u d mind mindr Totalb o s u s mx p boAdAcF Ps UP Verificacin por boAdAcF Ps UP Verificacin por A XXB YYdS.S
JOSE CUEVA: Recubrimieto en contacto con el sueloTotalMuf MnAs mnwrAs Nf Abe Muf MnAs mnwrAs Nf Abe m XXm YYA 1A 2f af apDiseo de PedestalDiseo de Bastonesf AbLdd minDireccinDireccinDireccinDireccinVerificacinZapatas A XXB YYTotalNf e Nf e ZAPATASA XXB YYTotalNf e Nf e ( cm )( cm )P D ( Tn )P L ( Tn )P T ( Tn )P U ( Tn )P Z ( Tn )( Tn )( Tn )A Z ( m2 )( m )( m )( m )( m ) AZ (m2)( Tn / m )( Tn / m )( Tn / m )( Tn / m )( m )( m )( m )( m )( cm )( cm )( cm )( cm )( cm )( cm )( cm )( cm )Tn / mTn / mTn / mTn / mTn / mTn / mTn / mTn / mXXYY( Tn/m )( cm )( Tn.m )( cm )( Tn/m )( cm )( Tn.m )( cm )( cm )( cm )( cm )h ( cm )( Kg / cm2 )( Kg / cm2 )( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)Punzonamiento( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)Punzonamiento( m )( m )( m )( cm )( cm )h ( m )( Tn.m )( Tn.m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )( Tn.m )( Tn.m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )( m )( m )( m2 )( m2 )( Kg / cm2 )( Kg / cm2 )X (m )H p ( m )FAs b c( cm2 )

( Plg )( cm2 )( cm )( cm )XXYYXXYY( m )( m )h ( m )Varillas( Plg )( cm )Varillas( Plg )( cm )( m )( m )h ( m )Varillas( Plg )( cm )Varillas( Plg )( cm )Z1A125.00120.0014.304.8819.1830.231.9846.5871.755.481.803.041.803.055.490.6523.525.702.6765.0025.0035.0025.001.330.391.54CentradaCentrada23.5239.8613.9411.979.8113.9420.0010.0030.004.801.318.60610.0013725.0012200.0012295.301.01Cumple3.051.800.2010.004.000.307.947.9412.003/80.71@ 15.0011.9749.7313.450.06480.00269916.4613.001/21.27@ 21.001.851.550.300.7210.08104.131/230.0031.0088.5073.50CumpleZ13.051.800.3012.003/8@ 15.0013.001/2@ 21.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z1025.0030.0014.723.3418.0628.101.8622.7835.182.681.401.911.401.952.730.9518.042.672.1535.0025.0035.0025.000.210.21CentradaCentrada18.0425.1310.224.157.2310.2220.0010.0030.001.201.2912.37390.008775.007800.0016791.342.15Cumple1.951.400.2010.004.000.306.176.175.001/21.27@ 32.004.1531.798.600.03450.0014388.607.001/21.27@ 23.001.651.150.080.7237.47104.131/231.0031.0078.5053.50CumpleZ21.951.400.305.001/2@ 32.007.001/2@ 23.00Z22.152.150.3014.001/2@ 15.008.001/2@ 22.00Z1025.0030.0019.052.3521.4032.802.2025.6139.113.011.402.151.402.203.081.0017.782.153.4435.0025.0045.0025.000.210.27CentradaCentrada17.7827.9410.104.627.1810.1020.0010.0030.001.201.2712.37440.009900.008800.0020227.332.30Cumple2.201.400.2010.004.000.306.176.175.001/21.27@ 32.004.6235.879.700.03400.0014179.708.001/21.27@ 23.001.901.150.080.7243.73104.131/231.0031.0091.0053.50CumpleZ32.201.400.305.001/2@ 32.008.001/2@ 23.00Z41.551.550.258.003/8@ 20.008.003/8@ 16.00Z3A125.00120.0033.723.4137.13
JOSE CUEVA: Este valor interviene para realizar el predimensionamiento de las vigas de cimentacin56.713.8249.6975.565.851.804.001.804.007.200.9618.893.447.5745.0025.0070.0035.001.330.271.92CentradaCentrada18.8941.9810.8611.038.2310.8620.0010.0030.004.801.058.60800.0022000.0016000.0033626.322.10Cumple4.001.800.2010.004.000.307.947.9412.003/80.71@ 15.0011.0365.2217.640.04500.00187417.6414.001/21.27@ 26.002.801.550.300.7218.90104.131/230.0031.00136.0073.50CumpleZ44.001.800.3012.003/8@ 15.0014.001/2@ 26.00Z31.401.400.257.003/8@ 21.007.003/8@ 16.00ZA125.00120.0025.722.8928.6143.782.9540.5561.704.772.202.172.202.204.841.3428.057.572.4570.0035.0035.0050.001.331.331.921.75CentradaCentrada28.0528.0514.9810.1310.6314.9820.0010.0030.004.801.278.60440.0015400.008800.0024147.482.74Cumple2.202.200.2010.004.000.309.709.7014.003/80.71@ 16.0010.1335.879.700.07650.00318914.0312.001/21.27@ 16.001.001.950.300.7214.59104.131/230.0031.0046.0093.50CumpleZ52.202.200.3014.003/8@ 16.0012.001/2@ 16.00Z51.301.300.257.003/8@ 20.007.003/8@ 15.00Z4/1N40.0090.0019.366.6025.9640.912.6730.2447.343.561.901.871.901.903.611.4124.922.452.4535.0045.0035.0045.001.331.331.711.71CentradaCentrada24.9224.9213.086.559.2013.0820.0010.0030.002.251.3111.47380.0012350.007600.0024717.243.25Cumple1.901.900.2010.004.000.308.388.3812.003/80.71@ 16.006.5530.988.380.05660.0023588.9613.003/80.71@ 12.001.001.500.361.0011.36104.131/230.0030.0046.0071.00CumpleZ61.901.900.3012.003/8@ 16.0013.003/8@ 12.00Z60.950.950.255.003/8@ 21.005.003/8@ 14.00Z4/1N40.0090.0019.465.6225.0839.312.5833.9252.573.992.002.002.002.004.001.2926.292.453.3735.0045.0050.0025.001.331.331.711.63CentradaCentrada26.2926.2914.007.899.8414.0020.0010.0030.002.251.3111.47400.0013000.008000.0022219.852.78Cumple2.002.000.2010.004.000.308.828.8213.003/80.71@ 15.007.8932.618.820.06510.00271410.8616.003/80.71@ 11.001.101.600.361.0010.92104.131/230.0030.0051.0076.00CumpleZ42.002.000.3013.003/8@ 15.0016.003/8@ 11.00Z71.551.550.2512.003/8@ 13.005.001/2@ 24.00ZA125.00120.0027.648.6536.2957.043.7444.0368.635.181.803.001.803.005.401.2522.883.372.8450.0025.0050.0025.001.331.331.631.63CentradaCentrada22.8838.1313.6211.459.6813.6220.0010.0030.004.801.278.60600.0013500.0012000.0039879.703.32Cumple3.001.800.2010.004.000.307.947.9412.003/80.71@ 15.0011.4548.9113.230.06290.00262115.7323.003/80.71@ 12.001.801.550.300.7219.01104.131/230.0030.0086.0073.50CumpleZ33.001.800.3012.003/8@ 15.0023.003/8@ 12.00Z1025.0030.0018.7711.2430.0248.403.0938.6961.414.552.102.172.102.204.621.4127.912.842.8450.0025.0050.0025.001.331.630.30CentradaCentrada27.9129.2416.8712.5111.8116.8720.0010.0030.001.201.3312.37440.009900.008800.0035236.414.00Cumple2.202.100.2010.004.000.309.269.2613.003/80.71@ 16.0012.5135.879.700.09560.00398517.5325.003/80.71@ 8.001.901.850.080.7264.53104.131/230.0030.0091.0088.50CumpleZ52.202.100.3013.003/8@ 16.0025.003/8@ 8.00ZA125.00120.0027.689.8137.4959.183.8645.3670.985.341.802.961.803.005.401.2923.662.843.3750.0025.0050.0025.001.110.301.41CentradaCentrada23.6639.4314.0011.849.8414.0020.0010.0030.004.801.318.60600.0013500.0012000.0041439.903.45Cumple3.001.800.2010.004.000.307.947.9412.003/80.71@ 15.0011.8448.9113.230.06520.00271516.2923.003/80.71@ 12.001.801.550.300.7219.73104.131/230.0030.0086.0073.50CumpleZ63.001.800.3012.003/8@ 15.0023.003/8@ 12.00Z4/1N40.0090.0019.427.7627.1943.112.8036.2956.764.272.052.082.052.104.311.3327.033.372.4550.0025.0035.0050.001.111.111.411.53CentradaCentrada27.0327.6914.048.319.8614.0420.0010.0030.002.251.3211.47420.0014700.008400.0023724.342.82Cumple2.102.050.2010.004.000.309.049.0413.003/80.71@ 16.008.3134.249.260.06540.00272311.4417.003/80.71@ 11.001.201.650.361.0011.97104.131/230.0030.0056.0078.50CumpleZ72.102.050.3013.003/8@ 16.0017.003/8@ 11.00Z4/1N40.0090.0019.346.6225.9640.922.6730.2347.343.561.901.871.901.903.611.4124.922.452.4535.0045.0035.0045.001.111.111.491.49CentradaCentrada24.9224.9213.086.559.2013.0820.0010.0030.002.251.3111.47380.0012350.007600.0024726.543.25Cumple1.901.900.2010.004.000.308.388.3812.003/80.71@ 16.006.5530.988.380.05660.0023588.9613.003/80.71@ 12.001.001.500.361.0011.37104.131/230.0030.0046.0071.00CumpleZ81.901.900.3012.003/8@ 16.0013.003/8@ 12.00ZA125.00120.0025.822.9428.7744.032.9640.7161.954.792.202.182.202.204.841.3528.162.457.5735.0050.0070.0035.001.111.111.531.70CentradaCentrada28.1628.1615.0310.1710.6515.0320.0010.0030.004.801.288.60440.0015400.008800.0024320.542.76Cumple2.202.200.2010.004.000.309.709.7014.003/80.71@ 16.0010.1735.879.700.07690.00320314.0920.003/80.71@ 10.001.001.950.300.7214.68104.131/230.0030.0046.0093.50CumpleZ92.202.200.3014.003/8@ 16.0020.003/8@ 10.00Z3A125.00120.0047.734.1851.9179.125.3564.7798.407.621.804.001.804.007.201.3424.607.573.4370.0035.0045.0025.001.331.111.921.38CentradaCentrada24.6054.6713.5214.379.3913.5220.0010.0030.004.801.378.60800.0022000.0016000.0049049.933.07Cumple4.001.800.2010.004.000.307.947.9412.003/80.71@ 15.0014.3765.2217.640.05910.00246119.6916.001/21.27@ 22.002.801.550.300.7226.37104.131/230.0031.00136.0073.50CumpleZ104.001.800.3012.003/8@ 15.0016.001/2@ 22.00Z1025.0030.0011.212.4713.6821.261.4117.1026.392.011.401.441.401.452.030.9718.203.432.1545.0025.0035.0025.001.331.331.601.54CentradaCentrada18.2018.8510.303.127.2610.3020.0010.0030.001.201.3012.37290.006525.005800.0012777.602.20Cumple1.451.400.2010.004.000.306.176.179.003/80.71@ 16.003.1223.646.390.03480.0014516.399.003/80.71@ 13.001.151.150.080.7228.35104.131/230.0030.0053.5053.50CumpleZ111.451.400.309.003/8@ 16.009.003/8@ 13.00Z1025.0030.0013.762.9816.7426.011.7221.3232.872.511.601.571.601.602.561.0820.542.152.6835.0025.0035.0025.001.331.331.541.54CentradaCentrada20.5420.5411.964.688.4711.9620.0010.0030.001.201.2812.37320.007200.006400.0016765.912.62Cumple1.601.600.2010.004.000.307.067.0610.003/80.71@ 16.004.6826.097.060.04780.0019917.0610.003/80.71@ 13.001.301.350.080.7234.68104.131/230.0030.0061.0063.50CumpleZ121.601.600.3010.003/8@ 16.0010.003/8@ 13.00Z1A125.00120.0031.396.2437.6358.323.8846.5871.755.481.803.041.803.055.491.2723.522.685.7035.0025.0065.0025.001.331.331.541.72CentradaCentrada23.5239.8613.9411.979.8113.9420.0010.0030.004.801.318.60610.0013725.0012200.0040383.103.31Cumple3.051.800.2010.004.000.307.947.9412.003/80.71@ 15.0011.9749.7313.450.06480.00269916.4613.001/21.27@ 21.001.851.550.300.7219.44104.131/230.0031.0088.5073.50CumpleZ133.051.800.3012.003/8@ 15.0013.001/2@ 21.00Z61125.00170.0021.576.4127.9843.882.8836.9757.384.351.902.291.902.304.371.2524.951.5230.204.763.5860.0025.0040.0030.000.360.29CentradaCentrada24.955.421.123.8130.2014.9010.2810.4714.9020.0010.0030.006.801.317.86465.009450.009300.0031476.043.38Cumple285.005875.005700.0036170.176.35Cumple2.301.900.2010.004.000.301.1230.988.380.00940.0003938.3812.003/80.71@ 16.0010.2837.5010.140.07420.00309014.2112.001/21.27@ 16.000.601.650.430.7210.33104.131/230.0031.0026.0078.50Aumentar AXXZ142.301.900.3012.003/8@ 16.0012.001/2@ 16.00Z71230.00170.0038.3315.0053.3384.505.4963.7499.207.502.303.262.303.307.591.6630.062.3943.137.515.383.5895.0030.0080.0030.0040.0030.000.680.580.29CentradaCentrada30.0614.399.6210.1343.1314.3920.0010.0030.005.671.318.22570.0013000.0011400.0067505.725.92Cumple460.0011500.009200.0069466.207.55Cumple3.302.300.2010.004.000.309.6237.5010.140.06920.00288313.2619.003/80.71@ 12.0014.5514.5512.001/21.27@ 24.001.602.000.510.8116.57104.131/230.0031.0076.0096.00CumpleZ153.302.300.3019.003/8@ 12.0012.001/2@ 24.00Z1025.0030.006.931.318.2412.750.8517.7513.562.091.451.441.451.452.100.599.355.3880.0030.000.58CentradaCentrada9.355.621.555.119.355.861.685.345.8620.0010.0030.001.200.6412.37240.004750.004800.009689.502.02Cumple1.451.450.2010.004.000.301.5523.646.390.01710.0007126.399.003/80.71@ 17.001.6823.646.390.01860.0007766.399.003/80.71@ 13.001.151.200.080.7217.00104.131/230.0030.0053.5056.00CumpleZ141.451.450.309.003/8@ 17.009.003/8@ 13.00

V.Conectada.B


DISEO DE ZAPATAS CONECTADASResistencia del Concreto :175.00 Kg/cm2 Factores de CargaZAPATAS PABELLN C Resistencia del Acero :4200.00 Kg/cm2 Por Carga Muerta :1.50Peso Especfico del Concreto :g =2.40 Tn/mPor Carga Viva :1.80Capacidad Portamte del Terrenob 1 =0.85Factores de Reduccin de CapacidadHBBoHos t =0.85 Kg/cm2 Cuanta Balanceada :r b =0.01771Por Flexin :f =0.9035.0020.0025.0032.49Factor Asumido para DeterminarCuanta Mxima :r mx =0.01328Por Corte :f =0.85I71458.33 el Peso de las Zapataswmx. =0.319Por Aplastamiento :f =0.70a =1030.00 %K =45.29Cuantias de Diseo :RNCVerfificacin pors mx p =0.27f ( 2+4/bo ) fc 1/2Dimensionamiento de las ZapatasDIRECCIN XXDIRECCIN YYPredimensionamiento de la Viga de Coneccinh =S/ 8.00 Cargas que Resiste la VigaPeso Total Repartido sobreANLISIS EN LA DIRECCIN XXANLISIS EN LA DIRECCIN YYAnlisis por PunzonamientoDiseo del Voncreto Armado de zapatasVerificacin de Transferencia de EsfuerzosCuanta Mnima :r min = 0.7( fc ^.5 )/ fy = 0.0022Punzonamientos mx p =1.1f fc 1/2 B = P T /24.0de Cimentacin la Viga de CimentacinPeraltePeralteDimensiones FinalesDIRECCIN XXDIRECCIN YYBaastones en Compresinf =0.70Verificacin por Adherencia en cada ZapataDimensiones FinalesDISTRIBUCIN DE ACERO EN CADA ZAPATADimensiones FinalesDISTRIBUCIN DE ACERO EN CADA ZAPATADimencionesCargas ActuantesPesosAreaDimensiones AdoptadasArea de la
JOSE CUEVA: Carga Distribuida que produce la zapata
JOSE CUEVA: Carga Distribuida que produce la zapataDireccin XXDireccin YYDireccin XXDireccin YYDireccin XXDireccin YYDireccin XXDireccin YYUbicacin de la ColumnaPor Corte Por FlexinPor Corte Por FlexinMnimoEfectivoPeralteDIRECCIN XXDIRECCIN YYAnchoLargo r r PeralteMomentos de DiseoDiseo del AceroReparticin del AceroMomentos de DiseoDiseo del AceroReparticin del AceroBastones en Traccinf =0.90Ld Requerida ( cm )Ld Disponible ( cm )AnchoLargo PeralteDIRECCIN XXDIRECCIN YYAnchoLargo PeralteAcero Tipo aAcero Tipo bZapatas Columnab YY t XXMuertaVivaTotalFactorizadaAdoptadosR R U RequeridaB YYA XXB YYA XXZapata W ZXX R UW XXW ZYY R UW YYS 1S 2S 1S 2h 1b 1h 2b 2h 1b 1h 2b 2VC 1VC 2VC 1VC 2VC 1VC 2VC 1VC 2en Cada DireccinW U mxd minM u d minW U mxd minM u d mind mindr Totalb o s u s mx p boAdAcF Ps UP Verificacin por boAdAcF Ps UP Verificacin por A XXB YYdS.S
JOSE CUEVA: Recubrimieto en contacto con el sueloTotalMuf MnAs mnwrAs Nf Abe Muf MnAs mnwrAs Nf Abe m XXm YYA 1A 2f af apDiseo de PedestalDiseo de Bastonesf AbLdd minDireccinDireccinDireccinDireccinVerificacinZapatas A XXB YYTotalNf e Nf e ZAPATASA XXB YYTotalNf e Nf e ( cm )( cm )P D ( Tn )P L ( Tn )P T ( Tn )P U ( Tn )P Z ( Tn )( Tn )( Tn )A Z ( m2 )( m )( m )( m )( m ) AZ (m2)( Tn / m )( Tn / m )( Tn / m )( Tn / m )( m )( m )( m )( m )( cm )( cm )( cm )( cm )( cm )( cm )( cm )( cm )Tn / mTn / mTn / mTn / mTn / mTn / mTn / mTn / mXXYY( Tn/m )( cm )( Tn.m )( cm )( Tn/m )( cm )( Tn.m )( cm )( cm )( cm )( cm )h ( m )( Kg / cm2 )( Kg / cm2 )( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)Punzonamiento( cm )( cm2 )( cm2 )( Kg ) (Kg/cm2)Punzonamiento( m )( m )( m )( cm )( cm )h ( m )( Tn.m )( Tn.m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )( Tn.m )( Tn.m )( cm2 )( cm2 )Varillas( Plg )( cm2 )( cm )( m )( m )( m2 )( m2 )( Kg / cm2 )( Kg / cm2 )X (m )H p ( m )FAs b c( cm2 )

( Plg )( cm2 )( cm )( cm )XXYYXXYY( m )( m )h ( m )Varillas( Plg )( cm )Varillas( Plg )( cm )( m )( m )h ( m )Varillas( Plg )( cm )Varillas( Plg )( cm )Z10C3Ea55.0040.005.643.138.7714.090.909.8416.701.161.301.301.301.301.690.6912.850.6912.852.302.7530.0025.0030.0025.000.180.18CentradaCentrada12.856.401.304.9512.855.330.904.136.4015.0010.0025.001.380.9912.37255.003700.003825.0010437.192.73Cumple240.004000.003600.0010140.742.82Cumple1.301.300.1510.004.000.251.3011.924.300.02870.0011974.307.003/80.71@ 20.000.9011.924.300.01980.0008274.307.003/80.71@ 15.000.900.750.221.106.41104.131/230.0030.0041.0033.50CumpleZ11.301.300.257.003/8@ 20.007.003/8@ 15.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z10C3Eb55.0035.007.684.5712.2519.751.2613.9422.281.641.301.261.301.301.690.9717.142.302.4030.0025.0030.0025.000.180.18CentradaCentrada17.1417.146.791.214.776.7915.0010.0025.001.571.3212.37260.005200.003900.0012894.223.31Cumple1.301.300.1510.004.000.254.304.307.003/80.71@ 20.001.2111.924.300.02660.0011074.307.003/80.71@ 15.000.950.750.191.1010.26104.131/230.0030.0043.5033.50CumpleZ11.301.300.257.003/8@ 20.007.003/8@ 15.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z11C325.0025.004.381.786.169.770.637.3911.620.870.950.920.950.950.900.6712.232.403.3530.0015.0035.0025.000.110.21CentradaCentrada12.2312.236.220.754.406.2215.0010.0025.001.001.2912.37190.003800.002850.004874.771.71Cumple0.950.950.1510.004.000.253.143.145.003/80.71@ 21.000.758.713.140.02260.0009403.145.003/80.71@ 14.000.700.700.060.5615.63104.131/230.0030.0031.0031.00CumpleZ10.950.950.255.003/8@ 21.005.003/8@ 14.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z12C725.0065.008.592.5611.1517.491.1512.8820.091.521.151.321.151.351.550.8514.881.0017.473.352.032.7545.0015.0030.0025.0030.0025.000.160.180.18CentradaCentrada14.8817.478.031.775.678.0315.0010.0025.002.601.2910.74270.005400.004050.0010497.972.59Cumple195.003100.002925.0013474.274.61Cumple1.351.150.1510.004.000.253.803.806.003/80.71@ 21.001.7712.384.460.03780.0015764.467.003/80.71@ 15.000.700.900.160.5610.76104.131/230.0030.0031.0041.00CumpleZ11.351.150.256.003/8@ 21.007.003/8@ 15.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z13C925.0050.007.031.558.5813.330.889.7915.141.151.001.151.001.201.200.7412.622.032.5730.0020.0030.0025.000.140.18CentradaCentrada12.6215.146.551.064.676.5515.0010.0025.002.001.2612.14240.004800.003600.007271.502.02Cumple1.201.000.1510.004.000.253.313.315.003/80.71@ 22.001.0611.013.970.02540.0010593.976.003/80.71@ 15.000.700.750.130.5610.66104.131/230.0030.0031.0033.50CumpleZ11.201.000.255.003/8@ 22.006.003/8@ 15.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z14C825.0085.0018.176.3024.4638.592.5227.6343.333.251.801.801.801.803.241.4024.072.572.8535.0040.0045.0025.000.340.27CentradaCentrada24.0724.0712.835.908.9712.8320.0010.0030.003.401.349.64360.0010800.007200.0024141.773.35Cumple1.801.800.2010.004.000.307.947.9412.003/80.71@ 15.005.9029.357.940.05370.0022388.0612.003/80.71@ 13.000.951.550.210.7218.16104.131/230.0030.0043.5073.50CumpleZ11.801.800.3012.003/8@ 15.0012.003/8@ 13.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z15C1025.0030.0016.178.1324.3038.892.5027.6043.843.251.801.801.801.803.241.3924.362.852.8540.0040.0045.0025.000.380.27CentradaCentrada24.3624.3612.955.979.0212.9520.0010.0030.001.201.3512.37360.0010800.007200.0024278.373.37Cumple1.801.800.2010.004.000.307.947.9412.003/80.71@ 15.005.9729.357.940.05440.0022658.157.001/21.27@ 21.001.501.550.080.7251.86104.131/230.0031.0071.0073.50CumpleZ11.801.800.3012.003/8@ 15.007.001/2@ 21.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z14C825.0075.0018.176.3024.4638.592.5227.6343.333.251.801.801.801.803.241.4024.072.852.5740.0040.0030.0025.000.380.18CentradaCentrada24.0724.0712.835.908.9712.8320.0010.0030.003.001.3410.12360.0010800.007200.0024141.773.35Cumple1.801.800.2010.004.000.307.947.9412.003/80.71@ 15.005.9029.357.940.05370.0022388.067.001/21.27@ 21.001.051.550.190.7220.58104.131/230.0031.0048.5073.50CumpleZ11.801.800.3012.003/8@ 15.007.001/2@ 21.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z13C925.0050.007.031.558.5813.330.889.7915.141.151.001.151.001.201.200.7412.622.572.0335.0015.0030.0025.000.130.18CentradaCentrada12.6215.146.551.064.676.5515.0010.0025.002.001.2612.14240.004800.003600.007271.502.02Cumple1.201.000.1510.004.000.253.313.315.003/80.71@ 22.001.0611.013.970.02540.0010593.974.001/21.27@ 22.000.700.750.130.5610.66104.131/230.0031.0031.0033.50CumpleZ11.201.000.255.003/8@ 22.004.001/2@ 22.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z12C725.0065.008.592.5611.1517.491.1512.8820.091.521.151.321.151.351.550.8514.881.0017.472.033.352.7530.0025.0035.0025.0030.0025.000.180.210.18CentradaCentrada14.8817.478.031.775.678.0315.0010.0025.002.601.2910.74270.005400.004050.0010497.972.59Cumple195.003100.002925.0013474.274.61Cumple1.351.150.1510.004.000.253.803.806.003/80.71@ 21.001.7712.384.460.03780.0015764.464.001/21.27@ 25.000.700.900.160.5610.76104.131/230.0031.0031.0041.00CumpleZ11.351.150.256.003/8@ 21.004.001/2@ 25.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z11C325.0025.004.381.786.169.770.637.3911.620.870.950.920.950.950.900.6712.233.352.4045.0010.0030.0025.000.110.18CentradaCentrada12.2312.236.220.754.406.2215.0010.0025.001.001.2912.37190.003800.002850.004874.771.71Cumple0.950.950.1510.004.000.253.143.145.003/80.71@ 21.000.758.713.140.02260.0009403.143.001/21.27@ 21.000.700.700.060.5615.63104.131/230.0031.0031.0031.00CumpleZ10.950.950.255.003/8@ 21.003.001/2@ 21.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z10C3Eb55.0035.007.684.5712.2519.751.2613.9422.281.641.301.261.301.301.690.9717.142.402.3030.0025.0030.0025.000.180.18CentradaCentrada17.1417.146.791.214.776.7915.0010.0025.001.571.3212.37260.005200.003900.0012894.223.31Cumple1.301.300.1510.004.000.254.304.307.003/80.71@ 20.001.2111.924.300.02660.0011074.307.003/80.71@ 15.000.950.750.191.1010.26104.131/230.0030.0043.5033.50CumpleZ11.301.300.257.003/8@ 20.007.003/8@ 15.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00Z10C3Ea55.0040.005.643.138.7714.090.909.8416.701.161.301.301.301.301.690.6912.850.6912.852.302.7530.0020.0030.0025.000.140.18CentradaCentrada12.856.401.304.9512.855.330.904.136.4015.0010.0025.001.380.9912.37255.003237.503825.0010894.212.85Cumple240.004000.003600.0010140.742.82Cumple1.301.300.1510.004.000.251.3011.924.300.02870.0011974.307.003/80.71@ 20.000.9011.924.300.01980.0008274.307.003/80.71@ 15.000.900.750.221.106.41104.131/230.0030.0041.0033.50CumpleZ11.301.300.257.003/8@ 20.007.003/8@ 15.00Z11.801.800.308.001/2@ 24.007.001/2@ 21.00

Flexin


Factores de Reduccin de CapacidadResistencia del Concreto :175.00 Kg/cm2 r b =0.01771DISEO DE VIGAS POR FLEXIN Por Flexin :f =0.90Resistencia del Concreto :4200.00 Kg/cm2 r mx =0.01328Proyecto :Proyecto a Nivel de Ejecucin del Centro Educativo Estatal Primario " Santa Teresita "PABELLN C - PRIMER NIVELCuanta MnimaACIr min.= 14 / fyb1 =0.85wmx. =0.319Proyectistas :Bach.Walter R. Cueva Camposr min.=0.0033K =45.29Bach.Arnold R. Mendo RodrguezVigaPeralte Ancho dePeralte Momentos de DiseoViga Simplemente ArmadaViga Doblemente ArmadaVigaAcero CalculadoAcero en Traccin As ( cm2 )Acero en Compresin As ( cm2 )DescripcinTotal la VigadcEfectivo ActuanteConcretodCondicin de DiseoAs mnwrAs Asr mx.As 1As 2AsAsDescripcinAsAsN defN defN defToleranciaAs TotalN defN defToleranciaAs Totalh ( cm )b ( cm )( cm )d ( cm )Mu ( Tn.m )f Mn ( Tn.m )( cm )( cm2 )( cm2 )( cm2 )( cm2 )( cm2 )( cm2 )( cm2 )( cm2 )( cm2 )RefuerzosPlgRefuerzosPlgRefuerzosPlg( % )( cm2 )RefuerzosPlgRefuerzosPlg( % )( cm2 )Superior65.0025.007.0058.0028.1134.287.00Simplemente Armado4.830.24860.0103615.024.83Superior15.024.833.03/435/8-3.5214.492.05/8-18.103.96VCA101Inferior65.0025.007.0058.0014.0634.287.00Simplemente Armado4.830.11370.004746.874.83VCA101Inferior6.874.831.03/425/8-0.896.812.05/8-18.103.96Superior35.0025.007.0028.006.267.997.00Simplemente Armado2.330.23540.009816.872.33Superior6.872.332.05/813/4-0.826.812.01/28.582.53VCA102Inferior35.0025.007.0028.003.137.997.00Simplemente Armado2.330.10830.004513.162.33VCA102Inferior3.162.332.05/825.333.962.01/28.582.53Superior45.0025.007.0038.008.6814.727.00Simplemente Armado3.170.16960.007076.713.17Superior6.713.172.05/813/41.446.812.01/2-19.992.53VCA103Inferior45.0025.007.0038.004.3414.727.00Simplemente Armado3.170.08010.003343.173.17VCA103Inferior3.173.173.01/219.853.802.01/2-19.992.53Superior80.0035.007.0073.0018.3176.037.00Simplemente Armado8.520.06480.002708.528.52Superior8.528.523.03/40.408.553.01/2-55.383.80VCA104Inferior80.0035.007.0073.009.1676.037.00Simplemente Armado8.520.03180.001328.528.52VCA104Inferior8.528.523.05/8-30.285.943.01/2-55.383.80Superior50.0025.007.0043.002.6018.847.00Simplemente Armado3.580.03650.001523.583.58Superior3.583.582.01/2-29.302.532.01/2-29.302.53VCA105Inferior50.0025.007.0043.001.3018.847.00Simplemente Armado3.580.01800.000753.583.58VCA105Inferior3.583.582.01/2-29.302.532.01/2-29.302.53Superior40.0030.007.0033.002.9013.327.00Simplemente Armado3.300.05840.002433.303.30Superior3.303.302.01/2-23.232.532.01/2-23.232.53VCA106Inferior40.0030.007.0033.001.4513.327.00Simplemente Armado3.300.02870.001193.303.30VCA106Inferior3.303.302.01/2-23.232.532.01/2-23.232.53Superior80.0030.007.0073.008.2765.177.00Simplemente Armado7.300.03350.001407.307.30Superior7.307.303.05/8-18.665.942.01/2-65.292.53VCA107Inferior80.0030.007.0073.004.1465.177.00Simplemente Armado7.300.01660.000697.307.30VCA107Inferior7.307.303.05/8-18.665.942.01/2-65.292.53Superior30.0025.007.0023.001.605.397.00Simplemente Armado1.920.08060.003361.931.92Superior1.931.922.01/231.142.532.01/232.182.53VCA108Inferior30.0025.007.0023.000.805.397.00Simplemente Armado1.920.03930.001641.921.92VCA108Inferior1.921.922.01/232.182.532.01/232.182.53Superior35.0025.007.0028.000.507.997.00Simplemente Armado2.330.01640.000682.332.33Superior2.332.332.01/28.582.532.01/28.582.53VCA109Inferior35.0025.007.0028.000.257.997.00Simplemente Armado2.330.00810.000342.332.33VCA109Inferior2.332.332.01/28.582.532.01/28.582.53Superior45.0025.007.0038.002.1714.727.00Simplemente Armado3.170.03910.001633.173.17Superior3.173.172.01/2-19.992.532.01/2-19.992.53VCA110Inferior45.0025.007.0038.001.0914.727.00Simplemente Armado3.170.01930.000803.173.17VCA110Inferior3.173.172.01/2-19.992.532.01/2-19.992.53Superior45.0025.007.0038.0012.7614.727.00Simplemente Armado3.170.26610.0110910.533.17Superior10.533.176.05/812.7711.882.01/2-19.992.53VRA101Inferior45.0025.007.0038.006.3814.727.00Simplemente Armado3.170.12080.005034.783.17VRA101Inferior4.783.173.05/824.195.942.01/2-19.992.53Superior70.0030.007.0063.0012.1948.547.00Simplemente Armado6.300.06770.002826.306.30Superior6.306.303.05/8-5.755.942.01/2-59.792.53VRA102Inferior70.0030.007.0063.0012.2948.547.00Simplemente Armado6.300.06830.002846.306.30VRA102Inferior6.306.303.05/8-5.755.942.01/2-59.792.53

Corte


fc =175.00 Kg/cm2 f =0.85DISEO DE VIGAS POR CORTEfy =4200.00Kg/cm2 Vc =Frmula SimplificadaCalcular el espaciamiento del Primer Estribo Automticamente :NOPABELLN C - PRIMER NIVELVc =0.53*bd(fc)^(0.5)Espaciamiento del Primer Estribo :5.00cmVigaLuz CondicinRelacinCaractersticas de la SeccinCortantes de DiseoDiseo de Estribosf Longitudinalf delRamasArea de losEspaciamientos Mximos PermitidosDistancias Alcanzadas a lasEspaciamientos en Cada SeccinLibredeV uLn / hh b dcd V udVn Vc VsTipo de Acero a Disearde la Viga EstrivodelEstrivosCorte por AceroAcero MnimoConfinamientoTriangulo deResistencias del CPor CortePor Acero MnimoAumento S mnEspaciamientos Sin Consideraciones de Zonas de Alto Riesgo SsmicoViga deAnchoAlturaReparticin de Estrivos en Cada Viga de CimentacinLn ( m )Viga( Tn )( cm )( cm )( cm )( cm )( Tn )( Tn )( Tn )( Tn )f l ( Plg ) f ( Plg )EstrivoAv ( cm2 )Smx ( cm )Smx ( cm )Smx ( cm )Corte ( m )X VCX 1 / 2 VCS ( cm )V1 ( Tn )x 1 ( cm )S ( cm )V 2 ( Tn )x 2 ( cm )al 2 S( cm )Cimentacinb ( m )h ( m )VC1A1012.70Tramo
JOSE CUEVA: Para el caso de Volados ingresar el doble de la luz libre3.004.1565.0025.007.0058.001.712.0110.17Confinamiento3/43/82.001.42525.001.355.001.012.0025VC1010.250.65f 3/8 :1.012.025VC1A1020.82Tramo11.332.3435.0025.007.0028.003.594.234.91Confinamiento + Av mnimo3/43/82.001.42514.0025.000.4133.4514.002.4533.455.001.07.002.014.0025VC1020.250.35f 3/8 :1.07.02.014.0025VC1A1030.84Tramo9.751.8745.0025.007.0038.000.931.096.66Confinamiento3/43/82.001.42525.000.425.001.012.0025VC1030.250.45f 3/8 :1.012.025VC1A1044.65Tramo7.535.8180.0035.007.0073.005.176.0817.91Confinamiento5/83/82.001.42525.002.335.001.012.0025VC1040.350.80f 3/8 :1.012.025VC1A1051.76Tramo3.223.5250.0025.007.0043.001.651.947.54Confinamiento1/21/42.000.63320.000.885.001.010.0020VC1050.250.50f 1/4 :1.010.020VC1A1061.47Tramo6.573.6840.0030.007.0033.003.624.266.94Confinamiento + Av mnimo1/21/42.000.63316.0020.000.7440.5016.003.4740.505.001.08.003.016.0020VC1060.300.40f 1/4 1.08.03.016.0020VC1A1073.79Tramo1.314.7480.0030.007.0073.000.810.9515.35Confinamiento5/83/82.001.42525.001.905.001.012.0025VC1070.300.80f 3/8 :1.012.025VC1A1081.23Tramo0.584.1030.0025.007.0023.000.360.434.03Confinamiento1/21/42.000.63320.000.625.001.010.0020VC1080.250.30f 1/4 :1.010.020VC1A1092.21Tramo0.436.3135.0025.007.0028.000.320.384.91Confinamiento1/21/42.000.63320.001.115.001.010.0020VC1090.250.35f 1/4 :1.010.020VC1A1101.02Tramo0.552.2745.0025.007.0038.000.140.166.66Confinamiento1/21/42.000.63320.000.515.001.010.0020VC1100.250.45f 1/4 :1.010.020VR1A1012.45Tramo2.205.4445.0025.007.0038.001.521.796.66Confinamiento13/82.001.42525.001.235.001.012.0025VR1010.250.45f 3/8 :1.012.025VR1A1024.19Tramo4.905.9970.0030.007.0063.003.434.0313.25Confinamiento5/83/82.001.42525.002.105.001.012.0025VR1020.300.70f 3/8 :1.012.025

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