Download - Metrado de Cargas

DENSIDAD DE MUROSdensidad de muros direccion X-Xdireccion Y-YMuroLongitud efectivaEspesorArea de muroMuroLongitud efectivaEspesorArea de muroX12.150.130.28y18.250.131.07X22.150.130.28y23.900.130.51X32.450.130.32y32.750.130.36X43.500.130.46y44.100.130.53X53.500.130.46y53.150.130.41X61.450.130.19y61.700.130.22X71.450.130.19y71.650.130.21X83.500.130.46y82.050.130.27X98.000.131.04y91.900.130.25TOTAL3.66TOTAL3.83AP101.02Densidd X-X0.03622okDensidd y-y0.037897okDensidad_min0.02860

PESO DE ENTRE PISO_muro 15

2.- Metrado de cargasElementos de ArriostreCaracteristicas Geometricas :numero de pisos:4.00mAnchoPeralteAltura de entrepiso2.60mViga Solera0.130.20Altura de Piso a TechomColumna0.150.15Peralte de Losa20.00cmDintel0.130.40Espesor efectivo de Muros13.00cmLosa0.20

Pesos Unitarios

Pesos VolumetricosAlbanileria Solida1.80tn/m3Concreto2.40tn/m3Peso volumetrico de terrajeo0.02tn/m3

Cargas Consideradas

Cargas ConsideradasPiso Terminado:0.10tn/m2Sobrecarga de Piso Tipico:0.20tn/m2Sobrecarga Azotea :0.10tn/m2Peso de aligerado0.30tn/m2

CARGAS UNITARIAS

TechosCargaUnidadesPeso propio de losa aligerada0.30tn/m2Sobrecarga ( incluso en escalera )0.20tn/m2Acabados0.10tn/m20.60MurosCargaUnidadesPeso de muros de 1 cm de espesor de terrajeo :0.274tn/m2Ventanas:0.02tn/m2

CARGAS DIRECTASMURO TIPICO

Primer pisoMuroSolerahCargaEspesorPeralteCargaCarga2.500.270.130.202.400.00Peso ( Tn/m)0.75AzoteaMuroSolerahCargaEspesorPeralteCargaCarga1.200.270.000.000.000.00Peso ( Tn/m)0.33MURO QUE INCLUYE PUERTAPiso tipico 1 er al 4to DintelEspesorPeralteCarga0.130.402.40Peso ( Tn/m)0.12MURO CON ALFEISERMuro con alfeizer de 1 mMuro - AlfeizerDintelVentanaConf. De VanohCargaEspesorPeralteCargaalturaCargaEspesorPerarteCarga0.900.270.130.402.401.300.020.130.102.40Peso ( Tn/m)0.43Muro con alfeizer de 1.2 mMuro - AlfeizerDintelVentanaConf. De VanohCargaEspesorPeralteCargaalturaCargaCargaEspesorPerarteCarga1.100.270.130.402.401.100.022.400.130.102.40Peso ( Tn/m)0.51Muro con alfeizer de 1.8 m Muro - AlfeizerDintelVentanaConf. De VanohCargaEspesorPeralteCargaalturaCargaCargaEspesorPerarteCarga1.700.270.130.402.400.500.022.400.130.102.40Peso ( Tn/m)0.65TABLA DE CARGAS DIRECTAS ( tn/m)ZonaPiso tipico AzoteaPuertas0.120.12Muros de Albaileria0.750.33Alfeizer 10.43Alfeizer 1.20.51Alfeizer 1.80.65EscaleraTabique0.690.69CARGAS INDIRECTASCuadro de cargas para peso de techoPiso tipico

DescipcionCarga de techo ( Tn/m2)Acabados ( Tn/m2)TotalCarga Muerta : WD ( Tn/m2)0.300.100.40

DescipcionSobrecarga( Tn/m2)Carga Viva : WL ( Tn/m2)Piso tipicoAzotea0.200.10TABLA DE CARGAS INDIRECTASMuroPrimer Piso ( Tn )Piso Tipico 2do y 3er Piso ( Tn )Azotea ( Tn )Area Influencia ( AI)PD= AI * WDPL= AI * WLArea Influencia ( AI)PD= AI * WDArea Influencia ( AI)PD= AI * WDPL= AI * WLX16.702.681.345.352.145.352.140.54X26.682.671.347.863.147.863.140.79X36.112.451.226.112.456.112.450.61X47.833.131.577.923.177.923.170.79X52.711.080.542.711.082.711.080.27X62.340.930.472.340.932.340.930.23X73.271.310.653.271.313.271.310.33X84.271.710.854.271.714.271.710.43X98.003.201.608.003.208.003.200.80Y17.282.911.467.282.917.282.910.73Y23.791.520.763.791.523.791.520.38Y35.102.041.025.102.045.102.040.51Y49.133.651.839.132.649.133.650.91Y56.862.751.376.612.196.612.640.66Y65.482.191.105.481.285.482.190.55Y73.191.280.643.191.283.191.280.32Y83.831.530.773.831.533.831.530.38Y92.150.860.432.150.862.150.860.21

CARGAS POR NIVELCARGAS GRAVITACIONALES X-XMuro X1Muro:WDVentana:DescripcionAI(m2)Carga ( Tn/m2)Total ( Tn)Losa6.700.402.68DescripcionL(m)Carga ( Tn/m)Total ( Tn)Muro2.150.751.61CARGAS - PRIMER PISOZona - MuroMuro TabiquePuertaAlfeizer : 1 mAlfeizer : 1.2 mAlfeizer : 1.8 mEscaleraP (Ton)Carga IndirectaPi ( Tn)Yi ( m )Carga ( Tn/m ) : 0.750.690.120.430.510.650.00DirectaPD+0.25 PLX12.151.852.403.015.41X22.151.100.602.003.005.01X32.450.451.892.754.64X43.500.200.701.133.333.526.85X53.501.003.041.224.26X6 ( * )1.450.100.001.101.052.15X7 ( * )1.450.450.951.621.473.10X83.500.901.003.161.925.08X98.000.456.273.609.87Y18.251.606.983.2810.26Y23.800.953.321.705.03Y32.750.700.452.592.294.89Y4 4.101.250.703.584.117.68Y53.150.601.052.903.095.99Y61.701.200.451.712.474.18Y71.651.001.661.443.10Y82.051.001.961.723.68Y91.901.131.900.972.8794.04* : Presenta una mampara. 1.10 mCARGAS - SEGUNDO AL TERCER PISOZona - MuroMuro TabiquePuertaAlfeizer : 1 mAlfeizer : 1.2 mAlfeizer : 1.8 mMamparaEscaleraP (Ton)Carga IndirectaPi ( Tn)Yi ( m )Carga ( Tn/m ) : 0.750.690.120.430.510.650.050.00DirectaPD+0.25 PLX12.151.232.135.898.02X22.151.232.138.6410.78X32.450.451.896.738.61X43.501.001.133.238.7111.93X53.501.003.042.986.03X6 1.450.951.091.622.574.19X7 1.450.450.951.091.683.605.27X83.500.901.003.164.707.86X98.000.456.278.8015.07Y18.250.956.658.0114.66Y23.800.953.324.177.49Y32.750.700.452.595.618.20Y4 4.100.453.129.7912.91Y53.150.452.417.169.57Y61.701.550.450.452.695.808.49Y71.651.001.663.515.17Y82.051.001.964.216.17Y91.901.131.902.364.27154.69CARGAS - AZOTEAZona - MuroMuro AzoteaTabiquePuertaAlfeizer : 1 mAlfeizer : 1.2 mAlfeizer : 1.8 mMamparaEscaleraP (Ton)Carga IndirectaPi ( Tn)Yi ( m )Carga ( Tn/m ) : 0.330.690.120.430.510.650.050.00DirectaPD+0.25 PLX12.151.231.562.814.36X22.151.231.564.125.68X32.450.813.214.02X43.501.131.934.166.09X53.501.001.841.423.26X6 1.450.481.231.70X7 1.450.481.722.19X83.501.001.842.244.08X98.002.634.206.83Y18.252.713.826.54Y23.801.251.993.24Y32.750.701.392.684.06Y4 4.101.354.796.14Y53.151.043.474.50Y61.701.551.632.884.51Y71.651.001.231.672.91Y82.051.001.362.013.37Y91.901.131.401.132.5376.02PESO POR ENTRE PISOPeso de Losa Losa Area CargaTotal( piso tipico - 1 al 4 to piso )( m2)( Tn/m2)( Tn )100.600.4040.24104columnasAnchoPeraltePeso volumetricoCarga / m en altura( m )( m ) ( Tn/m3 )( Tn/m )0.150.152.400.05 Vigas SolerasAnchoPeraltePeso volumetricoCarga / m en Long.( m )( m ) ( Tn/m3 )( Tn/m )0.130.202.400.06Vigas de confinamiento horizontal de vanosAnchoPeraltePeso volumetricoCarga / m en Long.( m )( m ) ( Tn/m3 )( Tn/m )0.130.102.400.03Vigas DINTELAnchoPeraltePeso volumetricoCarga / m en Long.( m )( m ) ( Tn/m3 )( Tn/m )0.130.402.400.12MurosCargaUnidadesPeso de muros de 1 cm de espesor de terrajeo :0.274tn/m2Ventanas:0.02tn/m2PRIMER PISO CARGA MUERTA

Peso de MurosZona - MuroLong. Muro Altura Entre PisosCarga Peso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 )( Tn)X11.852.500.271.27X21.852.500.271.27X32.152.500.271.47X43.052.500.272.09X53.202.500.272.19X6 1.152.500.270.79X7 1.152.500.270.79X83.202.500.272.19X97.402.500.275.07Y17.702.500.275.27Y21.602.500.271.10Y33.802.500.272.60Y4 2.852.500.271.95Y51.752.500.271.20Y63.402.500.272.33Y72.452.500.271.68Y81.402.500.270.96Y91.352.500.270.9235.14Zona - Vanos ( Ventanas )Long. Muro Alfeizer- Altura Muro ladrilloaltura VentanaPeso MuroPeso ventanaPeso Conf. Horiz. VanoPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 ) ( Tn ) ( Tn ) ( Tn )( Tn )( Tn)V12.450.901.300.600.060.080.311.05V22.250.901.300.550.060.070.280.96V3-12.000.901.300.490.050.060.250.86V3-22.000.901.300.490.050.060.250.86V40.450.450.500.060.000.010.000.07V51.150.450.500.140.010.040.140.33V62.300.901.050.570.050.070.290.97V7-11.901.101.100.570.040.060.240.91V7-21.901.100.050.570.000.060.000.63V80.801.700.500.370.010.020.100.51V92.100.900.250.520.010.070.260.86M12.200.002.500.000.110.000.000.118.13Zona - Puerta ( h = 2.30 )Long. PuertaAltura. PuertaPeso PuertaPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m ) ( Tn )( Tn )( Tn)P11.102.300.030.140.16P2-10.902.300.020.110.13P2-20.901.050.010.110.12P3-10.902.300.020.110.13P3-20.902.300.020.110.13P3-30.902.300.020.110.13P40.802.300.020.100.12P50.701.050.010.000.01P61.101.050.010.140.15P70.601.050.010.000.011.102DO Y 3ER PISOZona - MuroLong. Muro Altura Entre PisosCarga Peso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 )( Tn)X11.852.500.271.27X21.852.500.271.27X32.152.500.271.47X43.052.500.272.09X53.202.500.272.19X6 1.152.500.270.79X7 1.152.500.270.79X83.202.500.272.19X97.402.500.275.07Y17.702.500.275.27Y21.602.500.271.10Y33.802.500.272.60Y4 2.852.500.271.95Y51.752.500.271.20Y63.402.500.272.33Y72.452.500.271.68Y81.402.500.270.96Y91.352.500.270.9235.14Zona - Vanos ( Ventanas )Long. Muro Alfeizer- Altura Muro ladrilloaltura VentanaPeso MuroPeso ventanaPeso Conf. Horiz. VanoPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 ) ( Tn ) ( Tn ) ( Tn )( Tn )( Tn)V12.450.901.300.600.060.080.311.05V22.250.901.300.550.060.070.280.96V3-12.000.901.300.490.050.060.250.86V3-22.000.901.300.490.050.060.250.86V40.000.000.000.000.000.000.000.00V50.000.000.000.000.000.000.000.00V60.000.000.000.000.000.000.000.00V7-11.901.101.100.570.040.060.240.91V7-21.901.101.100.570.040.060.000.67V80.801.700.500.370.010.020.100.51V92.100.901.300.520.050.070.260.90M12.200.002.500.000.110.000.000.116.72Zona - Puerta ( h = 2.30 )Long. PuertaAltura. PuertaPeso PuertaPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m ) ( Tn )( Tn )( Tn)P11.102.300.030.140.16P2-10.902.300.020.110.13P2-20.000.000.000.000.00P3-10.902.300.020.110.13P3-20.902.300.020.110.13P3-30.902.300.020.110.13P40.802.300.020.100.12P50.000.000.000.000.00P61.101.050.010.140.15P70.000.000.000.000.000.96 4TO PISO - AZOTEAZona - MuroLong. Muro Altura Entre PisosCarga Peso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 )( Tn)X11.852.45
Toshiba: Toshiba:solo zona de muros perimetrales tendran parapetos0.271.24X21.852.450.271.24X32.151.250.270.74X43.051.250.271.04X53.201.250.271.10X6 1.151.250.270.39X7 1.151.250.270.39X83.201.250.271.10X97.402.450.274.97Y17.702.450.275.17Y21.602.450.271.07Y33.801.250.271.30Y4 2.851.250.270.98Y51.752.450.271.17Y63.402.450.272.28Y72.451.250.270.84Y81.401.250.270.48Y91.352.450.270.9126.41Zona - Vanos ( Ventanas )Long. Muro Alfeizer- Altura Muro ladrilloaltura VentanaPeso MuroPeso ventanaPeso Conf. Horiz. VanoPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 ) ( Tn ) ( Tn ) ( Tn )( Tn )( Tn)V12.451.20
Toshiba: Toshiba:solo los perimetros tendran parapetos.1.050.810.050.000.311.16V22.251.201.050.740.050.000.281.07V3-12.001.201.050.660.040.000.250.95V3-22.001.201.050.660.040.000.250.95V40.000.000.000.000.000.000.000.00V50.000.000.000.000.000.000.000.00V60.000.000.000.000.000.000.000.00V7-11.900.001.050.550.040.000.240.82V7-21.900.001.050.000.040.000.000.04V80.800.450.500.100.010.020.100.23V92.101.201.050.690.040.000.261.00M12.200.002.500.000.110.000.000.116.22Zona - Puerta ( h = 2.30 )Long. PuertaAltura. PuertaPeso PuertaPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m ) ( Tn )( Tn )( Tn)P11.101.050.010.140.15P2-10.901.050.010.110.12P2-20.000.000.000.000.00P3-10.901.050.010.110.12P3-20.901.050.010.110.12P3-30.901.050.010.110.12P40.801.050.010.100.11P50.000.000.000.000.00P60.000.000.000.000.00P70.000.000.000.000.000.74PESO DE VIGAS SOLERAS - PISO TIPICO

Sobre los MurosLong. Viga SoleraCarga Peso TotalCarga ( Tn/m ) : ( m )( Tn/m2 )( Tn)X11.850.060.12X21.850.060.12X32.150.060.13X43.050.060.19X53.200.060.20X6 1.150.060.07X7 1.150.060.07X83.200.060.20X97.400.060.46Y17.700.060.48Y21.600.060.10Y33.800.060.24Y4 2.850.060.18Y51.750.060.11Y63.400.060.21Y72.450.060.15Y81.400.060.09Y91.350.060.08Adicinales8.250.060.513.72resumen de cargasPisoMurosVanosPuertasColumnas15X15Vigas LosaTabiqueriaTotalPrimer piso35.146.721.104.053.7235.213.7785.93Segundo Piso35.146.720.964.053.60
Toshiba: Toshiba:se descuenta 0.12 producto de la viga de primer piso 1.85 m . En ventana V7-135.213.4985.67Tercer Piso35.146.720.964.053.6035.213.4985.67Cuarto Piso - azotea26.416.220.743.973.6035.211.7576.15

PESO DE ENTRE_muro 13

2.- Metrado de cargasElementos de ArriostreCaracteristicas Geometricas :numero de pisos:4.00mAnchoPeralteAltura de entrepiso2.60mViga Solera0.130.20Altura de Piso a TechomColumna0.130.15Peralte de Losa20.00cmDintel0.130.40Espesor efectivo de Muros13.00cmLosa0.20

Pesos Unitarios

Pesos VolumetricosAlbanileria Solida1.80tn/m3Concreto2.40tn/m3Peso volumetrico de terrajeo0.02tn/m3

Cargas Consideradas

Cargas ConsideradasPiso Terminado:0.10tn/m2Sobrecarga de Piso Tipico:0.20tn/m2Sobrecarga Azotea :0.10tn/m2Peso de aligerado0.30tn/m2

CARGAS UNITARIAS

TechosCargaUnidadesPeso propio de losa aligerada0.30tn/m2Sobrecarga ( incluso en escalera )0.20tn/m2Acabados0.10tn/m20.60MurosCargaUnidadesPeso de muros de 1 cm de espesor de terrajeo :0.274tn/m2Ventanas:0.02tn/m2

CARGAS DIRECTASMURO TIPICO

Primer pisoMuroSolerahCargaEspesorPeralteCargaCarga2.500.270.130.202.400.00Peso ( Tn/m)0.75AzoteaMuroSolerahCargaEspesorPeralteCargaCarga1.200.270.000.000.000.00Peso ( Tn/m)0.33MURO QUE INCLUYE PUERTAPiso tipico 1 er al 4to DintelEspesorPeralteCarga0.130.402.40Peso ( Tn/m)0.12MURO CON ALFEISERMuro con alfeizer de 1 mMuro - AlfeizerDintelVentanaConf. De VanohCargaEspesorPeralteCargaalturaCargaEspesorPerarteCarga0.900.270.130.402.401.300.020.130.102.40Peso ( Tn/m)0.43Muro con alfeizer de 1.2 mMuro - AlfeizerDintelVentanaConf. De VanohCargaEspesorPeralteCargaalturaCargaCargaEspesorPerarteCarga1.100.270.130.402.401.100.022.400.130.102.40Peso ( Tn/m)0.51Muro con alfeizer de 1.8 m Muro - AlfeizerDintelVentanaConf. De VanohCargaEspesorPeralteCargaalturaCargaCargaEspesorPerarteCarga1.700.270.130.402.400.500.022.400.130.102.40Peso ( Tn/m)0.65TABLA DE CARGAS DIRECTAS ( tn/m)ZonaPiso tipico AzoteaPuertas0.120.12Muros de Albaileria0.750.33Alfeizer 10.43Alfeizer 1.20.51Alfeizer 1.80.65EscaleraTabique0.690.69CARGAS INDIRECTASCuadro de cargas para peso de techoPiso tipico

DescipcionCarga de techo ( Tn/m2)Acabados ( Tn/m2)TotalCarga Muerta : WD ( Tn/m2)0.300.100.40

DescipcionSobrecarga( Tn/m2)Carga Viva : WL ( Tn/m2)Piso tipicoAzotea0.200.10TABLA DE CARGAS INDIRECTASMuroPrimer Piso ( Tn )Piso Tipico 2do y 3er Piso ( Tn )Azotea ( Tn )Area Influencia ( AI)PD= AI * WDPL= AI * WLArea Influencia ( AI)PD= AI * WDArea Influencia ( AI)PD= AI * WDPL= AI * WLX16.742.701.356.742.706.742.700.67X26.712.681.346.712.686.712.680.67X36.162.461.236.162.466.162.460.62X47.883.151.587.923.177.923.170.79X52.781.110.562.781.112.781.110.28X62.360.940.472.360.942.360.940.24X73.261.300.653.261.303.261.300.33X85.562.221.115.562.225.562.220.56X94.421.770.884.421.774.421.770.44Y17.452.981.497.452.987.452.980.75Y22.180.870.442.180.872.180.870.22Y39.213.681.849.213.689.213.680.92Y46.902.761.386.661.556.662.670.67Y53.871.550.773.871.543.871.550.39Y63.841.540.773.842.083.841.540.38Y75.192.081.045.192.085.192.080.52Y85.732.291.155.732.295.732.290.57Y93.221.290.643.221.293.221.290.32

CARGAS POR NIVELCARGAS GRAVITACIONALES X-XMuro X1Muro:WDVentana:DescripcionAI(m2)Carga ( Tn/m2)Total ( Tn)Losa6.740.402.70DescripcionL(m)Carga ( Tn/m)Total ( Tn)Muro2.150.751.61CARGAS - PRIMER PISOZona - MuroMuro TabiquePuertaAlfeizer : 1 mAlfeizer : 1.2 mAlfeizer : 1.8 mEscaleraP (Ton)Carga IndirectaPi ( Tn)Yi ( m )Carga ( Tn/m ) : 0.750.690.120.430.510.650.00DirectaPD+0.25 PLX12.151.852.403.035.43X22.151.100.602.003.025.02X32.450.451.892.774.66X43.500.200.701.133.333.556.87X53.501.003.041.254.29X6 ( * )1.450.100.001.101.062.16X7 ( * )1.450.450.951.621.473.09X83.500.901.003.162.505.66X98.000.456.271.998.26Y18.251.606.983.3510.34Y23.800.953.320.984.31Y32.750.700.452.594.146.74Y4 4.101.250.703.583.106.68Y53.150.601.052.901.744.64Y61.701.200.451.711.733.44Y71.651.001.662.334.00Y82.051.001.962.584.54Y91.901.131.901.453.3593.47* : Presenta una mampara. 1.10 mCARGAS - SEGUNDO AL TERCER PISOZona - MuroMuro TabiquePuertaAlfeizer : 1 mAlfeizer : 1.2 mAlfeizer : 1.8 mMamparaEscaleraP (Ton)Carga IndirectaPi ( Tn)Yi ( m )Carga ( Tn/m ) : 0.750.690.120.430.510.650.050.00DirectaPD+0.25 PLX12.151.232.137.419.55X22.151.232.137.389.52X32.450.451.896.778.66X43.501.001.133.238.7111.93X53.501.003.043.066.10X6 1.450.951.091.622.594.22X7 1.450.450.951.091.683.595.27X83.500.901.003.166.129.28X98.000.456.274.8611.13Y18.250.956.658.2014.85Y23.800.953.322.405.72Y32.750.700.452.5910.1312.72Y4 4.100.453.127.0510.17Y53.150.452.414.256.66Y61.701.550.450.452.694.367.05Y71.651.001.665.717.37Y82.051.001.966.308.26Y91.901.131.903.545.45153.89CARGAS - AZOTEAZona - MuroMuro AzoteaTabiquePuertaAlfeizer : 1 mAlfeizer : 1.2 mAlfeizer : 1.8 mMamparaEscaleraP (Ton)Carga IndirectaPi ( Tn)Yi ( m )Carga ( Tn/m ) : 0.330.690.120.430.510.650.050.00DirectaPD+0.25 PLX12.151.231.563.545.09X22.151.231.563.525.08X32.450.813.234.04X43.501.131.934.166.09X53.501.001.841.463.30X6 1.450.481.241.71X7 1.450.481.712.19X83.501.001.842.924.76X98.002.632.324.95Y18.252.713.916.62Y23.801.251.152.39Y32.750.701.394.836.22Y4 4.101.353.504.85Y53.151.042.033.07Y61.701.551.632.023.65Y71.651.001.232.723.96Y82.051.001.363.014.37Y91.901.131.401.693.1075.43PESO POR ENTRE PISOPeso de Losa Losa Area CargaTotal( piso tipico - 1 al 4 to piso )( m2)( Tn/m2)( Tn )100.600.4040.24104columnasAnchoPeraltePeso volumetricoCarga / m en altura( m )( m ) ( Tn/m3 )( Tn/m )0.150.152.400.05 Vigas SolerasAnchoPeraltePeso volumetricoCarga / m en Long.( m )( m ) ( Tn/m3 )( Tn/m )0.130.202.400.06Vigas de confinamiento horizontal de vanosAnchoPeraltePeso volumetricoCarga / m en Long.( m )( m ) ( Tn/m3 )( Tn/m )0.130.102.400.03Vigas DINTELAnchoPeraltePeso volumetricoCarga / m en Long.( m )( m ) ( Tn/m3 )( Tn/m )0.130.402.400.12MurosCargaUnidadesPeso de muros de 1 cm de espesor de terrajeo :0.274tn/m2Ventanas:0.02tn/m2PRIMER PISO CARGA MUERTA

Peso de MurosZona - MuroLong. Muro Altura Entre PisosCarga Peso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 )( Tn)X11.852.500.271.27X21.852.500.271.27X32.152.500.271.47X43.052.500.272.09X53.202.500.272.19X6 1.152.500.270.79X7 1.152.500.270.79X83.202.500.272.19X97.402.500.275.07Y17.702.500.275.27Y21.602.500.271.10Y33.802.500.272.60Y4 2.852.500.271.95Y51.752.500.271.20Y63.402.500.272.33Y72.452.500.271.68Y81.402.500.270.96Y91.352.500.270.9235.14Zona - Vanos ( Ventanas )Long. Muro Alfeizer- Altura Muro ladrilloaltura VentanaPeso MuroPeso ventanaPeso Conf. Horiz. VanoPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 ) ( Tn ) ( Tn ) ( Tn )( Tn )( Tn)V12.450.901.300.600.060.080.311.05V22.250.901.300.550.060.070.280.96V3-12.000.901.300.490.050.060.250.86V3-22.000.901.300.490.050.060.250.86V40.450.450.500.060.000.010.000.07V51.150.450.500.140.010.040.140.33V62.300.901.050.570.050.070.290.97V7-11.901.101.100.570.040.060.240.91V7-21.901.100.050.570.000.060.000.63V80.801.700.500.370.010.020.100.51V92.100.900.250.520.010.070.260.86M12.200.002.500.000.110.000.000.118.13Zona - Puerta ( h = 2.30 )Long. PuertaAltura. PuertaPeso PuertaPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m ) ( Tn )( Tn )( Tn)P11.102.300.030.140.16P2-10.902.300.020.110.13P2-20.901.050.010.110.12P3-10.902.300.020.110.13P3-20.902.300.020.110.13P3-30.902.300.020.110.13P40.802.300.020.100.12P50.701.050.010.000.01P61.101.050.010.140.15P70.601.050.010.000.011.102DO Y 3ER PISOZona - MuroLong. Muro Altura Entre PisosCarga Peso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 )( Tn)X11.852.500.271.27X21.852.500.271.27X32.152.500.271.47X43.052.500.272.09X53.202.500.272.19X6 1.152.500.270.79X7 1.152.500.270.79X83.202.500.272.19X97.402.500.275.07Y17.702.500.275.27Y21.602.500.271.10Y33.802.500.272.60Y4 2.852.500.271.95Y51.752.500.271.20Y63.402.500.272.33Y72.452.500.271.68Y81.402.500.270.96Y91.352.500.270.9235.14Zona - Vanos ( Ventanas )Long. Muro Alfeizer- Altura Muro ladrilloaltura VentanaPeso MuroPeso ventanaPeso Conf. Horiz. VanoPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 ) ( Tn ) ( Tn ) ( Tn )( Tn )( Tn)V12.450.901.300.600.060.080.311.05V22.250.901.300.550.060.070.280.96V3-12.000.901.300.490.050.060.250.86V3-22.000.901.300.490.050.060.250.86V40.000.000.000.000.000.000.000.00V50.000.000.000.000.000.000.000.00V60.000.000.000.000.000.000.000.00V7-11.901.101.100.570.040.060.240.91V7-21.901.101.100.570.040.060.000.67V80.801.700.500.370.010.020.100.51V92.100.901.300.520.050.070.260.90M12.200.002.500.000.110.000.000.116.72Zona - Puerta ( h = 2.30 )Long. PuertaAltura. PuertaPeso PuertaPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m ) ( Tn )( Tn )( Tn)P11.102.300.030.140.16P2-10.902.300.020.110.13P2-20.000.000.000.000.00P3-10.902.300.020.110.13P3-20.902.300.020.110.13P3-30.902.300.020.110.13P40.802.300.020.100.12P50.000.000.000.000.00P61.101.050.010.140.15P70.000.000.000.000.000.96 4TO PISO - AZOTEAZona - MuroLong. Muro Altura Entre PisosCarga Peso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 )( Tn)X11.852.45
Toshiba: Toshiba:solo zona de muros perimetrales tendran parapetos0.271.24X21.852.450.271.24X32.151.250.270.74X43.051.250.271.04X53.201.250.271.10X6 1.151.250.270.39X7 1.151.250.270.39X83.201.250.271.10X97.402.450.274.97Y17.702.450.275.17Y21.602.450.271.07Y33.801.250.271.30Y4 2.851.250.270.98Y51.752.450.271.17Y63.402.450.272.28Y72.451.250.270.84Y81.401.250.270.48Y91.352.450.270.9126.41Zona - Vanos ( Ventanas )Long. Muro Alfeizer- Altura Muro ladrilloaltura VentanaPeso MuroPeso ventanaPeso Conf. Horiz. VanoPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m )( Tn/m2 ) ( Tn ) ( Tn ) ( Tn )( Tn )( Tn)V12.451.20
Toshiba: Toshiba:solo los perimetros tendran parapetos.1.050.810.050.000.311.16V22.251.201.050.740.050.000.281.07V3-12.001.201.050.660.040.000.250.95V3-22.001.201.050.660.040.000.250.95V40.000.000.000.000.000.000.000.00V50.000.000.000.000.000.000.000.00V60.000.000.000.000.000.000.000.00V7-11.900.001.050.550.040.000.240.82V7-21.900.001.050.000.040.000.000.04V80.800.450.500.100.010.020.100.23V92.101.201.050.690.040.000.261.00M12.200.002.500.000.110.000.000.116.22Zona - Puerta ( h = 2.30 )Long. PuertaAltura. PuertaPeso PuertaPeso DintelPeso TotalCarga ( Tn/m ) : ( m )( m ) ( Tn )( Tn )( Tn)P11.101.050.010.140.15P2-10.901.050.010.110.12P2-20.000.000.000.000.00P3-10.901.050.010.110.12P3-20.901.050.010.110.12P3-30.901.050.010.110.12P40.801.050.010.100.11P50.000.000.000.000.00P60.000.000.000.000.00P70.000.000.000.000.000.74PESO DE VIGAS SOLERAS - PISO TIPICO

Sobre los MurosLong. Viga SoleraCarga Peso TotalCarga ( Tn/m ) : ( m )( Tn/m2 )( Tn)X11.850.060.12X21.850.060.12X32.150.060.13X43.050.060.19X53.200.060.20X6 1.150.060.07X7 1.150.060.07X83.200.060.20X97.400.060.46Y17.700.060.48Y21.600.060.10Y33.800.060.24Y4 2.850.060.18Y51.750.060.11Y63.400.060.21Y72.450.060.15Y81.400.060.09Y91.350.060.08Adicinales8.250.060.513.72resumen de cargasPisoMurosVanosPuertasColumnas15X15Vigas LosaTabiqueriaTotalPrimer piso35.146.721.104.053.7235.213.7785.93Segundo Piso35.146.720.964.053.60
Toshiba: Toshiba:se descuenta 0.12 producto de la viga de primer piso 1.85 m . En ventana V7-135.213.4985.67Tercer Piso35.146.720.964.053.6035.213.4985.67Cuarto Piso - azotea26.416.220.743.973.6035.211.7576.15

SECCIONES TRANSFORMADASSecciones TransformadasAlbailera Ladrillos clase IV slidos (30%dehuecos), tipo King Kong de arcilla, t=13cm,fb=145kg/cm2 Mortero tipo P2: cemento arena 1:4 Pilas: resistencia caracterstica a compresin= fm = 65kg/cm2= 650ton/m2 Muretes: resistencia caracterstica a corte puro= vm = 8.1kg/cm2= 81ton/m2 Mdulo de elasticidad = Em = 500fm = 32,500kg/cm2= 325,000ton/m2 Mdulo de corte = Gm = 0.4Em = 13,000kg/cm2 Mdulo de Poisson= v =0.25

Concreto Resistencia cilndrica del concreto = fc = 175 kg/cm2 Mdulo de elasticidad = Ec = 200,000 kg/cm2 = 2000,000 ton/m2 Mdulo de Poisson = v = 0.15Secciones Transformadas :Propiedades de los elementos:ValorUnidades Mdulo de elasticidad del concreto: Ec2000000Tn/m2 Mdulo de elasticidad de la Albailera: 325000Tn/m2Relacin de Mdulos de elasticidad: n = Ec / Ea 6.1538461538------ Espesor real de las columnas: 0.13m Ancho transformado de la columna: con 0.13 m 1.23m ( quiero muro 0.13 ) Ancho transformado de la columna: con 0.20 m 0.80m ( quiero muro .20)Brazo rgido: Seccin:

Columna:13 x 20Viga Solera:13x20Dintel13x40Espesor Efectivo de muto ( t) 0.13Muros En direccion X-X

Muro X1

Longitud:L=1.82

Longitud Tranversal de influencia:

LY1-1Criterios8.05a2.0125b0.78

Tomar mayor ( a, b )2.01Muro X2

Longitud:L=1.82


LY2Criterios1.7a0.425b0.78

Tomar mayor ( a, b )0.78

Muro X3

Longitud:L=2.12


LY1-1Criterios3.95a0.9875b0.78

Tomar mayor ( a, b )0.99LY1-2Criterios4.25a1.0625b0.78Tomar mayor ( a, b )1.06Muro X4

Longitud:L=2.9

Longitud Tranversal de influencia:No hay muros transversales

Muro X5

Longitud:L=1.05




Longitud:L=1.05




Longitud:L=1.05

Longitud Tranversal de influencia:No hay muros transversalesMuro X9

Longitud:L=7.34



Tomar mayor ( a, b )0.78LY6Criterios3.6a0.9b0.78

Tomar mayor ( a, b )0.90LY9Criterios1.45a0.3625b0.78

Tomar mayor ( a, b )0.78Muros En direccion Y-YMuro Y1

Longitud:L=7.6


LX1Criterios2.02a0.505b0.78

Tomar mayor ( a, b )0.78LX3Criterios2.32a0.58b0.78Muro Y2

Longitud:L=1.5



Tomar mayor ( a, b )0.78Muro Y3

Longitud:L=3.7



Tomar mayor ( a, b )0.78Muro Y4

Longitud:L=2.82


LX5Criterios3.3a0.825b0.78 Tomar mayor ( a, b )0.83Muro Y5

Longitud:L=1.65



Longitud:L=3.35



Longitud:L=2.42


LX9-1Criterios3.05a0.7625b0.78 Tomar mayor ( a, b )0.78LX9-2Criterios5.15a1.2875b0.78 Tomar mayor ( a, b )1.29Muro Y8

Longitud:L=1.3

Longitud Tranversal de influencia:No hay muros transversalesMuro Y9

Longitud:L=1.25


LX8Criterios7.87a1.9675b0.78 Tomar mayor ( a, b )1.97

ANALISIS ESTATICOPisoCarga ( Tn )Primer piso85.93013Segundo Piso85.67471Tercer Piso85.67471Cuarto Piso - azotea76.15235Total333.4319

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