Estructuracin1.- ESTRUCTURACION :Estructuracin de Columnas en PlantaAreas Tributarias en PlantaNuevas Dimensiones en la Direccin "X"

Metrado2.- DENSIDAD DE MUROS :DatosSobrecarga :0.25Ton /m2250Kg /m2LadosX6.00mSobrecarga Azotea :0.10Ton /m2100.00Kg /m2Y10.80mAligerado , e =0.20m0.30Ton /m2300.00Kg /m2Area TotalX*Y64.8m2Acabados :0.10Ton /m2100.00Kg /m2Viga Solera :Base0.15m15.00cmZ(Lima, Zona 3)0.40Altura0.30m30.00cmUUso: Vivienda1.00Peso Especifico del Concreto2.40Ton /m32400.00kg /m3SFactor de suelo1.00Peso Especifico del Muro1.90Ton /m31900.00kg /m3NN de pisos4.00f'm85.00kg/cm2850.00Ton/m2850000.00kg/m2Ec2170000.00Ton/m2217000.00kg/cm2Em425000.00Ton/m2n5.113.- VERIFICACION DE ESFUERZO AXIAL MAXIMOMuros en la Direccin "Y":Lmites de Norma E070Densidad de Muros en la Direccin "Y":Piso TpicoAzoteaPiso TpicoServicioAzoteaServicioTotal MuroEsfuerzo de Compresin0.2*f'm*(1-(h/35e)^2)0.15*f'mEsfuerzo Mximo mx.MuroL(M)Espesor (m)Area de Muro (m2)H (m)Area TributariaP.Espcf.Peso Muro (Ton)Peso Losa (Ton)Peso Acab. (Ton)Peso Solera (Ton)Sobrecarga (Ton/m2)P.Viva(Ton)P.Viva(Ton)P.D (Ton)P.L (Ton)P.D + P.L (Ton)P.D (Ton)P.L (Ton)P.D + P.L (Ton)N Pisos TpicosAzoteaP.D + P.L (Ton) (Ton/m2)(Ton/m2)(Ton/m2)Y16.500.130.852.4012.091.903.853.631.210.700.253.021.219.393.0212.419.391.2110.603.001.0047.8456.62122.70127.50conformeY23.500.130.462.404.561.902.071.370.460.380.251.140.464.281.145.424.280.464.733.001.0020.9846.12122.70127.50conformeY32.550.130.332.408.191.901.512.460.820.280.252.050.825.062.057.115.060.825.883.001.0027.2182.09122.70127.50conformeY43.500.130.462.404.321.902.071.300.430.380.251.080.434.181.085.264.180.434.613.001.0020.4044.82122.70127.50conformeY51.880.130.242.406.071.901.111.820.610.200.251.520.613.751.525.263.750.614.353.001.0020.1482.41122.70127.50conformeY62.580.130.342.402.001.901.530.600.200.280.250.500.202.610.503.112.610.202.813.001.0012.1336.17122.70127.50conformeY71.400.130.182.406.361.900.831.910.640.150.251.590.643.531.595.123.530.644.163.001.0019.51107.18122.70127.50conformeY81.780.130.232.407.791.901.062.340.780.190.251.950.784.361.956.314.360.785.143.001.0024.08104.04122.70127.50conformeY94.880.130.632.403.771.902.891.130.380.530.250.940.384.930.945.874.930.385.303.001.0022.9236.12122.70127.50conforme Lt3.71m2 de Pesos:16.9416.555.523.0913.7942.0855.8742.085.5247.60 Pesos215.20Por frmula de la Norma E070:Area de Corte de los Muros ReforzadosZ*U*S*NArea de la Planta Tpica56Area en Planta Lt=0.06Area TotalZ*U*S*N=0.0356Segn frmula se obtiene:0.060.03Conforme!!Muros en la Direccin "X":Lmites de Norma E070Densidad de Muros en la Direccin "X":Piso TpicoAzoteaPiso TpicoServicioAzoteaServicioTotal MuroEsfuerzo de Compresin0.2*f'm*(1-(h/35e)^2)0.15*f'mEsfuerzo Mximo mx.MuroL(M)Espesor (m)Area de Muro (m2)H (m)Area TributariaP.Espcf.Peso Muro (Ton)Peso Losa (Ton)Peso Acab. (Ton)Peso Solera (Ton)Sobrecarga (Ton/m2)P.Viva (Ton)P.Viva(Ton)P.D (Ton)P.L (Ton)P.D + P.L (Ton)P.D (Ton)P.L (Ton)P.D + P.L (Ton)N Pisos TpicosAzoteaP.D+P.L (Ton) (Ton/m2)(Ton/m2)(Ton/m2)X11.950.130.252.401.561.901.160.470.160.210.250.390.161.990.392.381.990.162.153.001.009.2936.64122.70127.50conformeX21.950.130.252.401.561.901.160.470.160.210.250.390.161.990.392.381.990.162.153.001.009.2936.64122.70127.50conformeX31.950.130.252.401.561.901.160.470.160.210.250.390.161.990.392.381.990.162.153.001.009.2936.64122.70127.50conformeX41.900.130.252.401.521.901.130.460.150.210.250.380.151.940.382.321.940.152.093.001.009.0536.64122.70127.50conformeX51.200.130.162.400.961.900.710.290.100.130.250.240.101.220.241.461.220.101.323.001.005.7236.64122.70127.50conformeX61.200.130.162.400.961.900.710.290.100.130.250.240.101.220.241.461.220.101.323.001.005.7236.64122.70127.50conformeX71.200.130.162.400.961.900.710.290.100.130.250.240.101.220.241.461.220.101.323.001.005.7236.64122.70127.50conformeX81.200.130.162.400.961.900.710.290.100.130.250.240.101.220.241.461.220.101.323.001.005.7236.64122.70127.50conformeX91.200.130.162.400.961.900.710.290.100.130.250.240.101.220.241.461.220.101.323.001.005.7236.64122.70127.50conformeX101.200.130.162.400.961.900.710.290.100.130.250.240.101.220.241.461.220.101.323.001.005.7236.64122.70127.50conformeX111.100.660.732.400.881.903.330.260.090.120.250.220.093.800.224.023.800.093.893.001.0015.9521.84168.19127.50conforme Lt2.67m2 de Pesos:12.193.851.281.733.2122.2719.061.2820.35 Pesos87.16Por frmula de la Norma E070:Area de Corte de los Muros ReforzadosZ*U*S*NArea de la Planta Tpica56 Lt=0.04Area TotalZ*U*S*N=0.0356Segn frmula se obtiene:0.040.03Conforme!!

Anlisis de Sismo3.- ANLISIS DE SISMO :PESO DE LA EDIFICACION - METRADO DE CARGASPesos :1 PISO2 PISOP. Losa=16.55TonP. Losa=16.55TonP. Vigas=4.82TonP. Vigas=4.82TonP. Muros=29.13TonP. Muros=29.13TonP. Acabados=5.52TonP. Acabados=5.52Tons/c=13.79Tons/c=13.79TonC.M.=56.01TonC.M.=56.01TonC.L.=3.45TonC.L.=3.45TonP.T1=59.45TonP.T2=59.45Ton3 PISO4 PISO-AZOTEAP. Losa=16.55TonP. Losa=16.55TonP. Vigas=4.82TonP. Vigas=4.82TonP. Muros=29.13TonP. Muros=14.56TonP. Acabados=5.52TonP. Acabados=5.52Tons/c=13.79Tons/c=5.52TonC.M.=56.01TonC.M.=41.44C.L.=3.45TonC.L.=1.38P.T3=59.45TonP.T.Az.=42.82Peso Total:221.18Ton0.85Parametros Ssmicos :Z= Factor de uso de la zonaZ=0.40ZONA 3U = Factor de uso de importanciaU=1.00VIVIENDAS = Factor del sueloS=1.00SUELO TIPO 1N = Nmero de pisosN=4.004 PisosC= Coeficiente sismicoC=2.50R = Factor de ductibilidadR=3.00Albanileria - Sismo SeveroCalculo de C :Clculo de la cortante V:Tp =0.40T =0.16V =ZUCS* PC =2.50RV =73.73TonDistribucin en Altura del Corte Basal V:PisoPesoHiPesoxHi%Fi (Ton)Vi (Ton)4-Azotea42.829.60411.0932.44%23.9223.92359.457.20428.0733.78%24.9148.82259.454.80285.3822.52%16.6065.43159.452.40142.6911.26%8.3073.73 PesosxHi1267.23V =73,727.85kg

Anlisis de Corte Directo3.- ANLISIS DE CORTE DIRECTO :datosf'c=210.00Kg/cm2fm=65.00Kg/cm2Ec=217000.00Kg/cm2Em=32500.00Kg/cm2n6.68Anlisis en el 1 Piso :325,000.00Cort. Basal :V =73.73Tonrea :A =648000cm2Direccin en "X":Rigidez x-xCte DirectoMuroL (cm)t (cm) EspesorH (cm)Area de Muro (cm2)KxiKxi/KxiVmi-x(Kg/cm)( % )(Kg)X1195.0013.00240.002535.003789313.79%10.17X2195.0013.00240.002535.003789313.79%10.17X3195.0013.00240.002535.003789313.79%10.17X4190.0013.00240.002470.003565012.98%9.57X5120.0013.00240.001560.00111184.05%2.98X6120.0013.00240.001560.00111184.05%2.98X7120.0013.00240.001560.00111184.05%2.98X8120.0013.00240.001560.00111184.05%2.98X9120.0013.00240.001560.00111184.05%2.98X10120.0013.00240.001560.00111184.05%2.98X11110.0013.00240.009548.005866121.35%15.74 A. Muro =28983cm2 Kxi =274700.99Kg/cm2Area Total =648000cm2DMx =4.47%Direccin en "Y":Rigidez y-yCte DirectoMuroL(cm)t (cm) EspesorH (cm)Area de Muro (cm2)KyiKyi/KyiVmi-y(Kg/cm)( % )(Kg)Y1650.0013.00240.008450.0032275531.87%23.50Y2350.0013.00240.004550.0012623812.47%9.19Y3255.0013.00240.003315.00686066.77%5.00Y4350.0013.00240.004550.0012623812.47%9.19Y5188.0013.00240.002444.00347693.43%2.53Y6258.0013.00240.003354.00702936.94%5.12Y7140.0013.00240.001820.00167031.65%1.22Y8178.0013.00240.002314.00305063.01%2.22Y9488.0013.00240.006344.0021653121.38%15.77 A. Muro =37141cm2 Kyi =1012640.11Kg/cm2Area Total =648000cm2DMy =5.73%Anlisis en el 2 Piso :Cort. Piso :V =65.43Tonrea :A =648000cm2Direccin en "X":Rigidez x-xCte DirectoMuroL (cm)t (cm) EspesorH (cm)Area de Muro (cm2)KxiKxi/KxiVmi-x(Kg/cm)( % )(Kg)X1195.0013.00240.002535.003789313.79%10.17X2195.0013.00240.002535.003789313.79%10.17X3195.0013.00240.002535.003789313.79%10.17X4190.0013.00240.002470.003565012.98%9.57X5120.0013.00240.001560.00111184.05%2.98X6120.0013.00240.001560.00111184.05%2.98X7120.0013.00240.001560.00111184.05%2.98X8120.0013.00240.001560.00111184.05%2.98X9120.0013.00240.001560.00111184.05%2.98X10120.0013.00240.001560.00111184.05%2.98X11110.0013.00240.009548.0087863.20%2.36 A. Muro =28983cm2 Kxi =224825.92Kg/cm2Area Total =648000cm2DMx =4.47%Direccin en "Y":Rigidez y-yCte DirectoMuroL(cm)t (cm) EspesorH (cm)Area de Muro (cm2)KyiKyi/KyiVmi-y(Kg/cm)( % )(Kg)Y1650.0013.00240.008450.0032275531.87%23.50Y2350.0013.00240.004550.0012623812.47%9.19Y3255.0013.00240.003315.00686066.77%5.00Y4350.0013.00240.004550.0012623812.47%9.19Y5188.0013.00240.002444.00347693.43%2.53Y6258.0013.00240.003354.00702936.94%5.12Y7140.0013.00240.001820.00167031.65%1.22Y8178.0013.00240.002314.00305063.01%2.22Y9488.0013.00240.006344.0021653121.38%15.77 A. Muro =37141cm2 Kyi =1012640.11Kg/cm2Area Total =648000cm2DMy =5.73%Anlisis en el 3 Piso :Cort. Piso :V =48.82Tonrea :A =648000cm2Direccin en "X":Rigidez x-xCte DirectoMuroL (cm)t (cm) EspesorH (cm)Area de Muro (cm2)KxiKxi/KxiVmi-x(Kg/cm)( % )(Kg)X1195.0013.00240.002535.003789313.79%10.17X2195.0013.00240.002535.003789313.79%10.17X3195.0013.00240.002535.003789313.79%10.17X4190.0013.00240.002470.003565012.98%9.57X5120.0013.00240.001560.00111184.05%2.98X6120.0013.00240.001560.00111184.05%2.98X7120.0013.00240.001560.00111184.05%2.98X8120.0013.00240.001560.00111184.05%2.98X9120.0013.00240.001560.00111184.05%2.98X10120.0013.00240.001560.00111184.05%2.98X11110.0013.00240.009548.0087863.20%2.36 A. Muro =28983cm2 Kxi =224825.92Kg/cm2Area Total =648000cm2DMx =4.47%Direccin en "Y":Rigidez y-yCte DirectoMuroL(cm)t (cm) EspesorH (cm)Area de Muro (cm2)KyiKyi/KyiVmi-y(Kg/cm)( % )(Kg)Y1650.0013.00240.008450.0032275531.87%23.50Y2350.0013.00240.004550.0012623812.47%9.19Y3255.0013.00240.003315.00686066.77%5.00Y4350.0013.00240.004550.0012623812.47%9.19Y5188.0013.00240.002444.00347693.43%2.53Y6258.0013.00240.003354.00702936.94%5.12Y7140.0013.00240.001820.00167031.65%1.22Y8178.0013.00240.002314.00305063.01%2.22Y9488.0013.00240.006344.0021653121.38%15.77 A. Muro =37141cm2 Kyi =1012640.11Kg/cm2Area Total =648000cm2DMy =5.73%Anlisis en el 4 Piso (Azotea) :Cort. Piso :V =23.92Tonrea :A =648000cm2Direccin en "X":Rigidez x-xCte DirectoMuroL (cm)t (cm) EspesorH (cm)Area de Muro (cm2)KxiKxi/KxiVmi-x(Kg/cm)( % )(Kg)X1195.0013.00240.002535.003789313.79%10.17X2195.0013.00240.002535.003789313.79%10.17X3195.0013.00240.002535.003789313.79%10.17X4190.0013.00240.002470.003565012.98%9.57X5120.0013.00240.001560.00111184.05%2.98X6120.0013.00240.001560.00111184.05%2.98X7120.0013.00240.001560.00111184.05%2.98X8120.0013.00240.001560.00111184.05%2.98X9120.0013.00240.001560.00111184.05%2.98X10120.0013.00240.001560.00111184.05%2.98X11110.0013.00240.009548.0087863.20%2.36 A. Muro =28983cm2 Kxi =224825.92Kg/cm2Area Total =648000cm2DMx =4.47%Direccin en "Y":Rigidez y-yCte DirectoMuroL(cm)t (cm) EspesorH (cm)Area de Muro (cm2)KyiKyi/KyiVmi-y(Kg/cm)( % )(Kg)Y1650.0013.00240.008450.0032275531.87%23.50Y2350.0013.00240.004550.0012623812.47%9.19Y3255.0013.00240.003315.00686066.77%5.00Y4350.0013.00240.004550.0012623812.47%9.19Y5188.0013.00240.002444.00347693.43%2.53Y6258.0013.00240.003354.00702936.94%5.12Y7140.0013.00240.001820.00167031.65%1.22Y8178.0013.00240.002314.00305063.01%2.22Y9488.0013.00240.006344.0021653121.38%15.77 A. Muro =37141cm2 Kyi =1012640.11Kg/cm2Area Total =648000cm2DMy =5.73%EdificioDiagrama de Fuerza CortanteVTV44 Piso(Azotea)V33 PisoV22 Piso1 Piso