metr.areas separadasMETRADO DE CARGAS Y DENSIDAD DE MUROS1. Caracteristicas geomtricasEntrepiso20.000cmArea de la edificacion59.000m2c/piso2. Caracteristicas de los materialesfc210.000Kg/cm2fm65.000Kg/cm2v'm8.300Kg/cm2f'b145.000Kg/cm2Ladrillo solido Diamante tipo V30 % de perforacionesMortero1:4(cemento: arena guresa)3. Pesos UnitariosConcreto2.400Tn/m3Albaileria1.800Tn/m3Piso terminado0.100Tn/m2S/c techo tipico0.200Tn/m2S/c Azotea0.100Tn/m2S/c escalera0.300Tn/m2Aligerado0.300Tn/m2LOSAPiso tipicoLosa macizalargo0.919mPeso Losa maciza1.553Tnancho3.520mPeso Losa aligerada31.220TnArea3.236m2Piso terminado10.407Tnespesor0.200mPeso Carga Muerta43.180TnLosa aligeradaArea104.067m2Peso Carga Viva21.461Tnespesor0.200mAzoteaPeso Losa maciza1.553TnPeso Losa aligerada31.220TnPiso terminado10.407TnPeso Carga Muerta43.180TnPeso Carga Viva10.730TnMUROS DE ALBAILERIAMUROSLONGITUD EFECTIVA (m)ESPESOR (m)AREA (m2)X 11.6140.1500.242X 21.4720.1500.221Piso tipicoX 32.1520.1500.323Area muros albailera7.595m2X 42.3980.2500.600Area placas2.963m2X 51.5000.1500.225h =2.400m2X 6 (placa)1.5000.1500.225X 72.5000.2500.625Carga Muerta49.877TnX 8(placa)2.6590.1500.399X 91.4180.1500.213X 10(placa)2.3400.1500.351X 11(placa)2.6590.1500.399Y 14.5880.1500.688Y 27.3000.1501.095Y 33.4580.1500.519Y 4(placa)1.8960.1500.284Y 5(placa)1.6500.1500.248Y 6(placa)2.0000.1500.300Y 7(placa)1.4000.1500.210Y 8(placa)2.1500.1500.323Y 94.1970.1500.630Y 104.3670.1500.655Y 114.2810.1500.642Y 12(placa)1.5000.1500.225Y 136.1230.1500.918ALFEIZERPiso TipicoL (m)h(m)AreaPiso tipico15.9500.90014.355e=0.1503.9002.0007.800Peso Carga muerta6.614Tn1.9501.2002.340Area total24.495TABIQUESPiso TipicoL (m)h(m)AreaPiso tipico7.6202.60019.812e=0.150Area total19.812Peso Carga muerta5.349TnPARAPETOAzoteaL (m)h(m)AreaAzotea47.4291.20056.915e=0.150Area total56.915Peso Carga muerta15.367TnVIGASPiso TipicoL (m)bw(m)h(m)PesoEje 110.0230.2500.2001.203Eje 310.0370.2500.2001.204Eje 45.9460.2500.2000.713Eje 4'5.6500.2500.2000.678Eje 510.0560.2500.2001.207Eje 610.0620.2500.2001.207Eje 710.0760.2500.2001.209Eje A11.8880.2500.2001.427Eje A'6.3790.2500.2000.766Eje B8.8700.2500.2001.064Eje B'5.5540.2500.2000.666Eje C6.1750.2500.2000.741Eje D14.4010.2500.2001.728Eje B y C3.9200.2500.2000.470VOL. POSTERIOR7.4960.2500.2000.900ARCO3.2000.2500.2000.384Piso tipicoPeso Carga muerta15.568TnCOLUMNASPiso TipicoNo.bhLPesoC160.1500.3002.6001.68C230.1500.3002.6000.84C310.2500.2502.6000.39C450.2500.2502.6001.95C510.1500.4502.6000.42Piso TipicoPeso Carga muerta5.288TnPESO DEL TANQUE ELEVADOCAJA DE CONCRETO8.843TnAGUA2.602TnNbwhLPesoColumnas de sostenimiento40.2000.2002.5000.960AzoteaPeso Carga muerta12.405TnESCALERASh0.15mpaso0.28mcontrapaso0.173mdescanso1.25mancho1.25mEscaleraNeanchoLPesogarganta20.151.251.801.62garganta10.151.252.251.01peldao60.281.250.180.88peldao40.281.250.180.51peldao20.251.251.251.88Peso Carga muerta5.905TnPeso Carga viva0.549TnSALIDA DE ESCALERAehLPesoMUROS0.1502.3006.3903.968AzoteaAreaePesoTecho5.3550.20.321Peso Carga muerta4.289TnCARGA POR PISO Y CARGA REPARTIDA POR PISOArea piso =59.000cm2PisoPeso CMPeso CVCM+25%CVPeso/m21131.78122.009137.2832.3272131.78122.009137.2832.3273131.78122.009137.2832.3274163.84211.279166.6622.825Peso total de la edificacin :P =578.512TnDensidad Minima de MurosZ0.4U1S1.2N4MUROS LA DIRECCION XArea muros albailera2.586m2Ec=217370.65kg/cm2Area placas1.023m2Em=32500kg/cm2Ec/Em=6.699.4270.034359.0000.15980.0343Ok! Chequeo Densidad de murosMUROS LA DIRECCION YArea muros albailera5.401m2Area placas0.817m210.8640.034359.0000.18410.0343Ok! Chequeo Densidad de muros

&L&"Arial,Negrita"&11UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURAL&"Arial,Negrita Cursiva"Metrado de Cargas&C

&R1 piso2 piso3 piso4 piso

Dis. Sismo SevPeso total de la edificacin :P =578.512TnSISMO SEVERO1) Calculo cortante basalZ0.4T0.6U1hn10.4C2.5Tp0.173=8.65S1.2R3103.51V =231.40Tn103.512) Distribucion del cortante basal63.95167.46PisohPeso P por nivelP x hVp42.63410.4166.661733.2870.45103.51103.51Tn210.0937.8137.281070.8100.2863.95167.46Tn25.2137.28713.8730.1842.63210.09Tn21.3212.6137.28356.9370.0921.32231.40Tn =3874.906231.40578.511.00

&L&"Arial,Negrita"&11UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURAL&"Arial,Negrita Cursiva"Distribucion Sismo Severo

Dis.Sismo ModPeso total de la edificacin :P =578.512TnSISMO MODERADO1) Calculo cortante basalZ0.4T0.6U1hn10.4C2.5Tp0.173=8.65S1.2R6V =115.70Tn2) Distribucion del cortante basal51.7551.75PisohPeso P por nivelP x hVp31.97410.4166.661733.2870.4551.7551.75Tn83.7337.8137.281070.8100.2831.9783.73Tn25.2137.28713.8730.1821.32105.04Tn21.3212.6137.28356.9370.0910.66115.70Tn =3874.906105.0410.66115.70

&L&"Arial,Negrita"&11UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURAL&"Arial,Negrita Cursiva"Distribucin Sismo Moderado&"Arial,Negrita"

centro de masas 1.2 Y 3MurosLongitudEspesorAREAAlturaPesoXPxXMurosLongitudEspesorAREAAlturaPesoYPxYEfectiva (m)(m)(m2)(m)(tn)(m)Efectiva (m)(m)(m2)(m)(tn)(m)X 11.6140.1500.2422.4001.0465.9546.226X 11.6140.1500.2422.4001.04613.816214.446X 21.4720.1500.2212.4000.9549.1438.721X 21.4720.1500.2212.4000.95413.81613.179X 32.1520.1500.3232.4001.3958.71012.148X 32.1520.1500.3232.4001.3959.97013.905X 42.3980.2500.6002.4002.5901.1252.914X 42.3980.2500.6002.4002.5908.59522.261X 51.5000.1500.2252.4000.9724.8254.690X 51.5000.1500.2252.4000.9728.0417.816X 6 (placa)1.5000.1500.2252.4001.2964.8256.253X 6 (placa)1.5000.1500.2252.4001.2966.5948.546X 72.5000.2500.6252.4002.7001.9255.197X 72.5000.2500.6252.4002.7007.02518.968X 8(placa)2.6590.1500.3992.4002.2986.28014.428X 8(placa)2.6590.1500.3992.4002.2983.6958.489X 91.4180.1500.2132.4000.9199.0938.356X 91.4180.1500.2132.4000.9191.2751.172X 10(placa)2.3400.1500.3512.4002.0228.81617.823X 10(placa)2.3400.1500.3512.4002.0220.0750.152X 11(placa)2.6590.1500.3992.4002.2984.35910.015X 11(placa)2.6590.1500.3992.4002.2989.89522.735Y 14.5880.1500.6882.4002.9730.0750.223Y 14.5880.1500.6882.4002.97310.76031.987Y 27.3000.1501.0952.4004.7300.0750.355Y 27.3000.1501.0952.4004.7303.50016.556Y 33.4580.1500.5192.4002.2410.0750.168Y 33.4580.1500.5192.4002.24111.54325.864Y 4(placa)1.8960.1500.2842.4001.6383.1005.077Y 4(placa)1.8960.1500.2842.4001.6388.03513.159Y 5(placa)1.6500.1500.2482.4001.4264.1505.916Y 5(placa)1.6500.1500.2482.4001.4266.3959.117Y 6(placa)2.0000.1500.3002.4001.7284.2257.301Y 6(placa)2.0000.1500.3002.4001.7284.3447.507Y 7(placa)1.4000.1500.2102.4001.2104.1505.020Y 7(placa)1.4000.1500.2102.4001.2100.5500.665Y 8(placa)2.1500.1500.3232.4001.8585.75010.681Y 8(placa)2.1500.1500.3232.4001.8587.04513.088Y 94.1970.1500.6302.4002.7206.65918.110Y 94.1970.1500.6302.4002.72011.96532.539Y 104.3670.1500.6552.4002.8297.65921.672Y 104.3670.1500.6552.4002.8291.7354.909Y 114.2810.1500.6422.4002.7749.85527.338Y 114.2810.1500.6422.4002.77412.07733.501Y 12(placa)1.5000.1500.2252.4001.2969.85512.772Y 12(placa)1.5000.1500.2252.4001.2969.22011.949Y 136.1230.1500.9182.4003.9689.85539.101Y 136.1230.1500.9182.4003.9682.91011.547Pesos =49.877Pesos * X=250.504Pesos =49.877Pesos * Y=344.057X =5.022mY =6.898mEs el Centro de Gravedad de los muros,este debe adicionarse a los otros pesos

&L&"Arial,Negrita"&11UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURAL&"Arial,Negrita Cursiva"Centro de Masas

centro de rigidecesRigidez y centro de rigidecesDistribucion del Cortante DirectoEc =15000 (fc)^0.5Ec =2173707Ton/m2Em =500 f'mEm =325000Ton/m26.69Fuerza Elstica1 Piso1 Pisoh=2.600m.V=115.70MurosL(m)t(m)KYKxYK%VdX 11.6140.0000.00013.8160.0000.0000.000.000X 21.4720.0000.00013.8160.0000.0000.000.000X 32.1520.1404,261.6889.97042490.7334,261.6882.592.997X 42.3980.2409,340.0948.59580281.8409,340.0945.686.569X 51.5000.1401,747.9288.04114055.7911,747.9281.061.229X 6 (placa)1.5000.14011,690.7186.59477092.10111,690.7187.118.222X 72.5000.24010,236.9517.02571914.58310,236.9516.227.200X 8(placa)2.6590.14045,611.5653.695168534.73345,611.56527.7332.079X 91.4180.1401,508.9841.2751923.9551,508.9840.921.061X 10(placa)2.3400.14034,502.0970.0752587.65734,502.09720.9724.266X 11(placa)2.6590.14045,611.5659.895451344.68245,611.56527.7332.079=164,511.591=910226.076=164,511.591=115.702Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.338.483Y 27.3000.14036,422.8640.0752731.71536,422.86414.2516.490Y 33.4580.14011,501.3080.075862.59811,501.3084.505.207Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.259.543Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.846.761Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.3910.859Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.824.417Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.1312.874Y 94.1970.14016,194.1496.659107840.07616,194.1496.347.332Y 104.3670.14017,295.1937.659132467.34217,295.1936.777.830Y 114.2810.14016,738.4659.855164959.24516,738.4656.557.578Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.575.293Y 136.1230.14028,794.2069.855283769.77628,794.20611.2713.036=255,561.271=1241895.705=255,561.271=115.702Ok!Xcr=4.859m.2 Piso2 PisoDireccin Xh=2.600m.V=105.04MurosL(m)t(m)KYKxYK%VdX 11.61400.00013.8160.000.0000.000.000X 21.47200.00013.8160.000.0000.000.000X 32.1520.144,261.6889.97042490.734,261.6882.592.721X 42.3980.249,340.0948.59580281.849,340.0945.685.964X 51.5000.141,747.9288.04114055.791,747.9281.061.116X 6 (placa)1.5000.1411,690.7186.59477092.1011,690.7187.117.465X 72.5000.2410,236.9517.02571914.5810,236.9516.226.537X 8(placa)2.6590.1445,611.5653.695168534.7345,611.56527.7329.124X 91.4180.141,508.9841.2751923.961,508.9840.920.964X 10(placa)2.3400.1434,502.0970.0752587.6634,502.09720.9722.030X 11(placa)2.6590.1445,611.5659.895451344.6845,611.56527.7329.124=164,511.591=910226.08=164,511.591=105.045Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.337.701Y 27.3000.14036,422.8640.0752731.71536,422.86414.2514.971Y 33.4580.14011,501.3080.075862.59811,501.3084.504.727Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.258.664Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.846.138Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.399.859Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.824.010Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.1311.688Y 94.1970.14016,194.1496.659107840.07616,194.1496.346.656Y 104.3670.14017,295.1937.659132467.34217,295.1936.777.109Y 114.2810.14016,738.4659.855164959.24516,738.4656.556.880Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.574.805Y 136.1230.14028,794.2069.855283769.77628,794.20611.2711.835=255,561.271=1241895.705=255,561.271=105.045Ok!Xcr=4.859m.3 Piso3 PisoDireccin Xh=2.600m.V=83.73MurosL(m)t(m)KYKxYK%VdX 11.61400.00013.8160.000.0000.000.000X 21.47200.00013.8160.000.0000.000.000X 32.1520.144,261.6889.97042490.734,261.6882.592.169X 42.3980.249,340.0948.59580281.849,340.0945.684.754X 51.5000.141,747.9288.04114055.791,747.9281.060.890X 6 (placa)1.5000.1411,690.7186.59477092.1011,690.7187.115.950X 72.5000.2410,236.9517.02571914.5810,236.9516.225.210X 8(placa)2.6590.1445,611.5653.695168534.7345,611.56527.7323.214X 91.4180.141,508.9841.2751923.961,508.9840.920.768X 10(placa)2.3400.1434,502.0970.0752587.6634,502.09720.9717.560X 11(placa)2.6590.1445,611.5659.895451344.6845,611.56527.7323.214=164,511.591=910226.08=164,511.591=83.729Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.336.138Y 27.3000.14036,422.8640.0752731.71536,422.86414.2511.933Y 33.4580.14011,501.3080.075862.59811,501.3084.503.768Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.256.906Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.844.893Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.397.858Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.823.196Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.139.316Y 94.1970.14016,194.1496.659107840.07616,194.1496.345.306Y 104.3670.14017,295.1937.659132467.34217,295.1936.775.666Y 114.2810.14016,738.4659.855164959.24516,738.4656.555.484Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.573.830Y 136.1230.14028,794.2069.855283769.77628,794.20611.279.434=255,561.271=1241895.705=255,561.271=83.729Ok!Xcr=4.859m.4 Piso4 PisoDireccin Xh=2.600m.V=51.75MurosL(m)t(m)KYKxYK%VdX 11.61400.00013.8160.000.0000.000.000X 21.47200.00013.8160.000.0000.000.000X 32.1520.144,261.6889.97042490.734,261.6882.591.341X 42.3980.249,340.0948.59580281.849,340.0945.682.938X 51.5000.141,747.9288.04114055.791,747.9281.060.550X 6 (placa)1.5000.1411,690.7186.59477092.1011,690.7187.113.678X 72.5000.2410,236.9517.02571914.5810,236.9516.223.221X 8(placa)2.6590.1445,611.5653.695168534.7345,611.56527.7314.349X 91.4180.141,508.9841.2751923.961,508.9840.920.475X 10(placa)2.3400.1434,502.0970.0752587.6634,502.09720.9710.854X 11(placa)2.6590.1445,611.5659.895451344.6845,611.56527.7314.349=164,511.591=910226.08=164,511.591=51.755Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.333.794Y 27.3000.14036,422.8640.0752731.71536,422.86414.257.376Y 33.4580.14011,501.3080.075862.59811,501.3084.502.329Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.254.269Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.843.024Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.394.857Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.821.976Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.135.759Y 94.1970.14016,194.1496.659107840.07616,194.1496.343.280Y 104.3670.14017,295.1937.659132467.34217,295.1936.773.503Y 114.2810.14016,738.4659.855164959.24516,738.4656.553.390Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.572.368Y 136.1230.14028,794.2069.855283769.77628,794.20611.275.831=255,561.271=1241895.705=255,561.271=51.755Ok!Xcr=4.859m.RESUMEN DE CORTANTES DIRECTOS EN MUROSMuros1 Piso2 Piso3 Piso4 PisoX 10.0000.0000.0000.000X 20.0000.0000.0000.000X 32.9972.7212.1691.341X 46.5695.9644.7542.938X 51.2291.1160.8900.550X 6 (placa)8.2227.4655.9503.678X 77.2006.5375.2103.221X 8(placa)32.07929.12423.21414.349X 91.0610.9640.7680.475X 10(placa)24.26622.03017.56010.854X 11(placa)32.07929.12423.21414.349Y 18.4837.7016.1383.794Y 216.49014.97111.9337.376Y 35.2074.7273.7682.329Y 4(placa)9.5438.6646.9064.269Y 5(placa)6.7616.1384.8933.024Y 6(placa)10.8599.8597.8584.857Y 7(placa)4.4174.0103.1961.976Y 8(placa)12.87411.6889.3165.759Y 97.3326.6565.3063.280Y 107.8307.1095.6663.503Y 117.5786.8805.4843.390Y 12(placa)5.2934.8053.8302.368Y 1313.03611.8359.4345.831

&L&"Arial,Negrita"&11UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURAL&"Arial,Negrita Cursiva"Distribucin de Cortante DirectoPara el analisis consideramos todos los muros en volado

Hoja1

MBD001368E3.unknown

MBD0016826B.unknown

MBD002A4333.unknown

MBD002A5447.unknown

MBD00168AAC.unknown

MBD00168269.unknown

MBD0016826A.unknown

MBD0013AC15.unknown

MBD00168268.unknown

MBD000B0F41.unknown

MBD000E447E.unknown

MBD00134786.unknown

MBD000E447C.unknown

MBD000E447D.unknown

MBD000E447A.unknown

MBD000E447B.unknown

MBD000E4479.unknown

MBD00024532.unknown

MBD0008CA6F.unknown

MBD000ADFFF.unknown

MBD0006ECAC.unknown

MBD00024531.unknown