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 muerta12.405TnESCALERASh0.15mpaso0.28mcontrapaso0.173mdescanso1.25mancho1.25mEscaleraNeanchoLPesogarganta20.151.251.801.62garganta10.151.252.251.01peldao60.281.250.180.44peldao40.281.250.180.26peldao20.251.251.251.88Peso Carga muerta5.207TnPeso 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/m21131.08322.009136.5852.3152131.08322.009136.5852.3153131.08322.009136.5852.3154163.14411.279165.9642.813Peso total de la edificacin :P =575.719TnDensidad 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 =575.719TnSISMO SEVERO1) Calculo cortante basalZ0.4T0.6U1hn10.4C2.5Tp0.173=8.65S1.2R3103.06V =230.29Tn103.062) Distribucion del cortante basal63.61166.67PisohPeso P por nivelP x hVp42.41410.4165.961726.0250.45103.06103.06Tn209.0837.8136.591065.3630.2863.61166.67Tn25.2136.59710.2420.1842.41209.08Tn21.2012.6136.59355.1210.0921.20230.29Tn =3856.752230.29575.721.00

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

Dis.Sismo ModPeso total de la edificacin :P =575.719TnSISMO MODERADO1) Calculo cortante basalZ0.4T0.6U1hn10.4C2.5Tp0.173=8.65S1.2R6V =115.14Tn2) Distribucion del cortante basal51.5351.53PisohPeso P por nivelP x hVp31.81410.4165.961726.0250.4551.5351.53Tn83.3437.8136.591065.3630.2831.8183.34Tn25.2136.59710.2420.1821.20104.54Tn21.2012.6136.59355.1210.0910.60115.14Tn =3856.752104.5410.60115.14

&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=115.14MurosL(m)t(m)KYKxYK%VdX 11.6140.0000.00013.8160.0000.0000.000.000X 21.4720.0000.00013.8160.0000.0000.000.000X 32.1520.1404,261.6889.97042490.7334,261.6882.592.983X 42.3980.2409,340.0948.59580281.8409,340.0945.686.537X 51.5000.1401,747.9288.04114055.7911,747.9281.061.223X 6 (placa)1.5000.14011,690.7186.59477092.10111,690.7187.118.182X 72.5000.24010,236.9517.02571914.58310,236.9516.227.165X 8(placa)2.6590.14045,611.5653.695168534.73345,611.56527.7331.924X 91.4180.1401,508.9841.2751923.9551,508.9840.921.056X 10(placa)2.3400.14034,502.0970.0752587.65734,502.09720.9724.148X 11(placa)2.6590.14045,611.5659.895451344.68245,611.56527.7331.924=164,511.591=910226.076=164,511.591=115.144Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.338.442Y 27.3000.14036,422.8640.0752731.71536,422.86414.2516.410Y 33.4580.14011,501.3080.075862.59811,501.3084.505.182Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.259.497Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.846.728Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.3910.806Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.824.396Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.1312.812Y 94.1970.14016,194.1496.659107840.07616,194.1496.347.296Y 104.3670.14017,295.1937.659132467.34217,295.1936.777.792Y 114.2810.14016,738.4659.855164959.24516,738.4656.557.542Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.575.267Y 136.1230.14028,794.2069.855283769.77628,794.20611.2712.973=255,561.271=1241895.705=255,561.271=115.144Ok!Xcr=4.859m.2 Piso2 PisoDireccin Xh=2.600m.V=104.54MurosL(m)t(m)KYKxYK%VdX 11.61400.00013.8160.000.0000.000.000X 21.47200.00013.8160.000.0000.000.000X 32.1520.144,261.6889.97042490.734,261.6882.592.708X 42.3980.249,340.0948.59580281.849,340.0945.685.935X 51.5000.141,747.9288.04114055.791,747.9281.061.111X 6 (placa)1.5000.1411,690.7186.59477092.1011,690.7187.117.429X 72.5000.2410,236.9517.02571914.5810,236.9516.226.505X 8(placa)2.6590.1445,611.5653.695168534.7345,611.56527.7328.985X 91.4180.141,508.9841.2751923.961,508.9840.920.959X 10(placa)2.3400.1434,502.0970.0752587.6634,502.09720.9721.925X 11(placa)2.6590.1445,611.5659.895451344.6845,611.56527.7328.985=164,511.591=910226.08=164,511.591=104.542Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.337.664Y 27.3000.14036,422.8640.0752731.71536,422.86414.2514.899Y 33.4580.14011,501.3080.075862.59811,501.3084.504.705Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.258.622Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.846.109Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.399.811Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.823.991Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.1311.632Y 94.1970.14016,194.1496.659107840.07616,194.1496.346.624Y 104.3670.14017,295.1937.659132467.34217,295.1936.777.075Y 114.2810.14016,738.4659.855164959.24516,738.4656.556.847Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.574.782Y 136.1230.14028,794.2069.855283769.77628,794.20611.2711.779=255,561.271=1241895.705=255,561.271=104.542Ok!Xcr=4.859m.3 Piso3 PisoDireccin Xh=2.600m.V=83.34MurosL(m)t(m)KYKxYK%VdX 11.61400.00013.8160.000.0000.000.000X 21.47200.00013.8160.000.0000.000.000X 32.1520.144,261.6889.97042490.734,261.6882.592.159X 42.3980.249,340.0948.59580281.849,340.0945.684.731X 51.5000.141,747.9288.04114055.791,747.9281.060.885X 6 (placa)1.5000.1411,690.7186.59477092.1011,690.7187.115.922X 72.5000.2410,236.9517.02571914.5810,236.9516.225.186X 8(placa)2.6590.1445,611.5653.695168534.7345,611.56527.7323.106X 91.4180.141,508.9841.2751923.961,508.9840.920.764X 10(placa)2.3400.1434,502.0970.0752587.6634,502.09720.9717.478X 11(placa)2.6590.1445,611.5659.895451344.6845,611.56527.7323.106=164,511.591=910226.08=164,511.591=83.337Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.336.110Y 27.3000.14036,422.8640.0752731.71536,422.86414.2511.877Y 33.4580.14011,501.3080.075862.59811,501.3084.503.751Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.256.873Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.844.870Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.397.821Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.823.181Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.139.273Y 94.1970.14016,194.1496.659107840.07616,194.1496.345.281Y 104.3670.14017,295.1937.659132467.34217,295.1936.775.640Y 114.2810.14016,738.4659.855164959.24516,738.4656.555.458Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.573.812Y 136.1230.14028,794.2069.855283769.77628,794.20611.279.390=255,561.271=1241895.705=255,561.271=83.337Ok!Xcr=4.859m.4 Piso4 PisoDireccin Xh=2.600m.V=51.53MurosL(m)t(m)KYKxYK%VdX 11.61400.00013.8160.000.0000.000.000X 21.47200.00013.8160.000.0000.000.000X 32.1520.144,261.6889.97042490.734,261.6882.591.335X 42.3980.249,340.0948.59580281.849,340.0945.682.926X 51.5000.141,747.9288.04114055.791,747.9281.060.548X 6 (placa)1.5000.1411,690.7186.59477092.1011,690.7187.113.662X 72.5000.2410,236.9517.02571914.5810,236.9516.223.207X 8(placa)2.6590.1445,611.5653.695168534.7345,611.56527.7314.287X 91.4180.141,508.9841.2751923.961,508.9840.920.473X 10(placa)2.3400.1434,502.0970.0752587.6634,502.09720.9710.807X 11(placa)2.6590.1445,611.5659.895451344.6845,611.56527.7314.287=164,511.591=910226.08=164,511.591=51.531Ok!Ycr=5.533m.Direccin YMurosL(m)t(m)KXKxXK%VdY 14.5880.14018,736.0430.0751405.20318,736.0437.333.778Y 27.3000.14036,422.8640.0752731.71536,422.86414.257.344Y 33.4580.14011,501.3080.075862.59811,501.3084.502.319Y 4(placa)1.8960.14021,077.5283.10065340.33621,077.5288.254.250Y 5(placa)1.6500.14014,933.8664.15061975.54214,933.8665.843.011Y 6(placa)2.0000.14023,984.7824.225101335.70323,984.7829.394.836Y 7(placa)1.4000.1409,756.1824.15040488.1549,756.1823.821.967Y 8(placa)2.1500.14028,435.9695.750163506.82328,435.96911.135.734Y 94.1970.14016,194.1496.659107840.07616,194.1496.343.265Y 104.3670.14017,295.1937.659132467.34217,295.1936.773.487Y 114.2810.14016,738.4659.855164959.24516,738.4656.553.375Y 12(placa)1.5000.14011,690.7189.855115213.19411,690.7184.572.357Y 136.1230.14028,794.2069.855283769.77628,794.20611.275.806=255,561.271=1241895.705=255,561.271=51.531Ok!Xcr=4.859m.RESUMEN DE CORTANTES DIRECTOS EN MUROSMuros1 Piso2 Piso3 Piso4 PisoX 10.0000.0000.0000.000X 20.0000.0000.0000.000X 32.9832.7082.1591.335X 46.5375.9354.7312.926X 51.2231.1110.8850.548X 6 (placa)8.1827.4295.9223.662X 77.1656.5055.1863.207X 8(placa)31.92428.98523.10614.287X 91.0560.9590.7640.473X 10(placa)24.14821.92517.47810.807X 11(placa)31.92428.98523.10614.287Y 18.4427.6646.1103.778Y 216.41014.89911.8777.344Y 35.1824.7053.7512.319Y 4(placa)9.4978.6226.8734.250Y 5(placa)6.7286.1094.8703.011Y 6(placa)10.8069.8117.8214.836Y 7(placa)4.3963.9913.1811.967Y 8(placa)12.81211.6329.2735.734Y 97.2966.6245.2813.265Y 107.7927.0755.6403.487Y 117.5426.8475.4583.375Y 12(placa)5.2674.7823.8122.357Y 1312.97311.7799.3905.806

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

exct,mtos torsores Excentricidad de DiseoExc. TericaPisoXcrYcrXcmYcmexey14.8595.5335.0226.898-0.163-1.36524.8595.5335.0226.898-0.163-1.36534.8595.5335.0226.898-0.163-1.36544.8595.5335.0226.898-0.163-1.365Exc. AccidentalPisoLXLYexacceyacc110.02213.2000.0660.501210.02213.2000.0660.501310.02213.2000.0660.501410.02213.2000.0660.501Exc. TericaExc. AccidentalExc. De Diseo en XExc. De Diseo en YExc. DePisoexeyexacceyacccaso 1caso 2excaso 1caso 2eyDiseo1-0.163-1.3650.0660.501-0.178-0.2290.229-1.547-1.8661.8661.8662-0.163-1.3650.0660.501-0.178-0.2290.229-1.547-1.8661.8661.8663-0.163-1.3650.0660.501-0.178-0.2290.229-1.547-1.8661.8661.8664-0.163-1.3650.0660.501-0.178-0.2290.229-1.547-1.8661.8661.866Momentos TorsoresPisoeVpMT(tn.m)11.866115.144214.89621.866104.542195.10831.86683.337155.53441.86651.53196.173Cortante por Torsion1 PisoMT =214.896tn.mMurosKYYcrdKxdKd^2MurosVtX 10.00013.8165.5338.2830.0000.000X 10.000X 20.00013.8165.5338.2830.0000.000X 20.000X 34261.6889.9705.5334.43818911.24383918.653X 30.733X 49340.0948.5955.5333.06328604.04387599.899X 41.108X 51747.9288.0415.5332.5094384.67910998.971X 50.170X 6 (placa)11690.7186.5945.5331.06112408.53613170.428X 6 (placa)0.481X 710236.9517.0255.5331.49215274.56222791.183X 70.592X 8(placa)45611.5653.6955.5331.83883829.466154070.121X 8(placa)3.247X 91508.9841.2755.5334.2586425.10327357.444X 90.249X 10(placa)34502.0970.0755.5335.458188308.9751027771.434X 107.294X 11(placa)45611.5659.8955.5334.363198980.483868052.484X 11(placa)7.708=2295730.617MurosKXXcrdKxdKd^2MurosVtY 118736.0430.0754.8594.78489642.283428891.996Y 13.472Y 236422.8640.0754.8594.784174264.581833765.961Y 26.750Y 311501.3080.0754.8594.78455027.817263279.666Y 32.132Y 4(placa)21077.5283.1004.8591.75937085.55665251.413Y 4(placa)1.437Y 5(placa)14933.8664.1504.8590.70910595.3277517.206Y 50.410Y 6(placa)23984.7824.2254.8590.63415217.9419655.528Y 60.589Y 7(placa)9756.1824.1504.8590.7096921.8474910.934Y 7(placa)0.268Y 8(placa)28435.9695.7504.8590.89125322.70822550.297Y 9(placa)0.981Y 916194.1496.6594.8591.80029144.88252452.533Y 101.129Y 1017295.1937.6594.8592.80048421.642135566.884Y 111.876Y 1116738.4659.8554.8594.99683618.956417728.260Y 123.239Y 12(placa)11690.7189.8554.8594.99658402.346291755.743Y 132.262Y 1328794.2069.8554.8594.996143844.817718593.585Y 145.572=3251920.006(K*d^2)=5547650.6242 PisoMT =195.108tn.mMurosKYYcrdKxdKd^2MurosVtX 10.00013.8165.5338.2830.0000.000X 10.000X 20.00013.8165.5338.2830.0000.000X 20.000X 34261.6889.9705.5334.43818911.24383918.653X 30.665X 49340.0948.5955.5333.06328604.04387599.899X 41.006X 51747.9288.0415.5332.5094384.67910998.971X 50.154X 6 (placa)11690.7186.5945.5331.06112408.53613170.428X 6 (placa)0.436X 710236.9517.0255.5331.49215274.56222791.183X 70.537X 8(placa)45611.5653.6955.5331.83883829.466154070.121X 8(placa)2.948X 91508.9841.2755.5334.2586425.10327357.444X 90.226X 10(placa)34502.0970.0755.5335.458188308.9751027771.434X 106.623X 11(placa)45611.5659.8955.5334.363198980.483868052.484X 11(placa)6.998=2295730.617MurosKXXcrdKxdKd^2MurosVtY 118736.0430.0754.8594.78489642.283428891.996Y 13.153Y 236422.8640.0754.8594.784174264.581833765.961Y 26.129Y 311501.3080.0754.8594.78455027.817263279.666Y 31.935Y 4(placa)21077.5283.1004.8591.75937085.55665251.413Y 4(placa)1.304Y 5(placa)14933.8664.1504.8590.70910595.3277517.206Y 50.373Y 6(placa)23984.7824.2254.8590.63415217.9419655.528Y 60.535Y 7(placa)9756.1824.1504.8590.7096921.8474910.934Y 7(placa)0.243Y 8(placa)28435.9695.7504.8590.89125322.70822550.297Y 9(placa)0.891Y 916194.1496.6594.8591.80029144.88252452.533Y 101.025Y 1017295.1937.6594.8592.80048421.642135566.884Y 111.703Y 1116738.4659.8554.8594.99683618.956417728.260Y 122.941Y 12(placa)11690.7189.8554.8594.99658402.346291755.743Y 132.054Y 1328794.2069.8554.8594.996143844.817718593.585Y 145.059=3251920.006(K*d^2)=5547650.6243 PisoMT =155.534tn.mMurosKYYcrdKxdKd^2MurosVtX 10.00013.8165.5338.2830.0000.000X 10.000X 20.00013.8165.5338.2830.0000.000X 20.000X 34261.6889.9705.5334.43818911.24383918.653X 30.530X 49340.0948.5955.5333.06328604.04387599.899X 40.802X 51747.9288.0415.5332.5094384.67910998.971X 50.123X 6 (placa)11690.7186.5945.5331.06112408.53613170.428X 6 (placa)0.348X 710236.9517.0255.5331.49215274.56222791.183X 70.428X 8(placa)45611.5653.6955.5331.83883829.466154070.121X 8(placa)2.350X 91508.9841.2755.5334.2586425.10327357.444X 90.180X 10(placa)34502.0970.0755.5335.458188308.9751027771.434X 105.279X 11(placa)45611.5659.8955.5334.363198980.483868052.484X 11(placa)5.579=2295730.617MurosKXXcrdKxdKd^2MurosVtY 118736.0430.0754.8594.78489642.283428891.996Y 12.513Y 236422.8640.0754.8594.784174264.581833765.961Y 24.886Y 311501.3080.0754.8594.78455027.817263279.666Y 31.543Y 4(placa)21077.5283.1004.8591.75937085.55665251.413Y 4(placa)1.040Y 5(placa)14933.8664.1504.8590.70910595.3277517.206Y 50.297Y 6(placa)23984.7824.2254.8590.63415217.9419655.528Y 60.427Y 7(placa)9756.1824.1504.8590.7096921.8474910.934Y 7(placa)0.194Y 8(placa)28435.9695.7504.8590.89125322.70822550.297Y 9(placa)0.710Y 916194.1496.6594.8591.80029144.88252452.533Y 100.817Y 1017295.1937.6594.8592.80048421.642135566.884Y 111.358Y 1116738.4659.8554.8594.99683618.956417728.260Y 122.344Y 12(placa)11690.7189.8554.8594.99658402.346291755.743Y 131.637Y 1328794.2069.8554.8594.996143844.817718593.585Y 144.033Y 14=3251920.006(K*d^2)=5547650.6244 PisoMT =96.173tn.mMurosKYYcrdKxdKd^2MurosVtX 10.00013.8165.5338.2830.0000.000X 10.000X 20.00013.8165.5338.2830.0000.000X 20.000X 34261.6889.9705.5334.43818911.24383918.653X 30.328X 49340.0948.5955.5333.06328604.04387599.899X 40.496X 51747.9288.0415.5332.5094384.67910998.971X 50.076X 6 (placa)11690.7186.5945.5331.06112408.53613170.428X 6 (placa)0.215X 710236.9517.0255.5331.49215274.56222791.183X 70.265X 8(placa)45611.5653.6955.5331.83883829.466154070.121X 8(placa)1.453X 91508.9841.2755.5334.2586425.10327357.444X 90.111X 10(placa)34502.0970.0755.5335.458188308.9751027771.434X 103.264X 11(placa)45611.5659.8955.5334.363198980.483868052.484X 11(placa)3.449=2295730.617MurosKXXcrdKxdKd^2MurosVtY 118736.0430.0754.8594.78489642.283428891.996Y 11.554Y 236422.8640.0754.8594.784174264.581833765.961Y 23.021Y 311501.3080.0754.8594.78455027.817263279.666Y 30.954Y 4(placa)21077.5283.1004.8591.75937085.55665251.413Y 4(placa)0.643Y 5(placa)14933.8664.1504.8590.70910595.3277517.206Y 50.184Y 6(placa)23984.7824.2254.8590.63415217.9419655.528Y 60.264Y 7(placa)9756.1824.1504.8590.7096921.8474910.934Y 7(placa)0.120Y 8(placa)28435.9695.7504.8590.89125322.70822550.297Y 9(placa)0.439Y 916194.1496.6594.8591.80029144.88252452.533Y 100.505Y 1017295.1937.6594.8592.80048421.642135566.884Y 110.839Y 1116738.4659.8554.8594.99683618.956417728.260Y 121.450Y 12(placa)11690.7189.8554.8594.99658402.346291755.743Y 131.012Y 1328794.2069.8554.8594.996143844.817718593.585Y 142.494=3251920.006(K*d^2)=5547650.624RESUMEN CORTANTES POR TORSION EN MUROSMuros1 Piso2 Piso3 Piso4 PisoX 10.0000.0000.0000.000X 20.0000.0000.0000.000X 30.7330.6650.5300.328X 41.1081.0060.8020.496X 50.1700.1540.1230.076X 6 (placa)0.4810.4360.3480.215X 70.5920.5370.4280.265X 8(placa)3.2472.9482.3501.453X 90.2490.2260.1800.111X 10(placa)7.2946.6235.2793.264X 11(placa)7.7086.9985.5793.449Y 13.4723.1532.5131.554Y 26.7506.1294.8863.021Y 32.1321.9351.5430.954Y 4(placa)1.4371.3041.0400.643Y 5(placa)0.4100.3730.2970.184Y 6(placa)0.5890.5350.4270.264Y 7(placa)0.2680.2430.1940.120Y 8(placa)0.9810.8910.7100.439Y 91.1291.0250.8170.505Y 101.8761.7031.3580.839Y 113.2392.9412.3441.450Y 12(placa)2.2622.0541.6371.012Y 135.5725.0594.0332.494

&L&"Arial,Negrita"&11UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURAL&"Arial,Negrita Cursiva"Excentricidad y Momento Torsor

DISEO DE MUROS DE ALBAILERIACARACTERISTICAS DE LOS MATERIALESPesos UnitariosConcreto2.400Tn/m3f'c =2100.00tn/m2Albaileria1.800Tn/m3f'm =650.00tn/m2Piso terminado0.100Tn/m2v'm =83.00tn/m2S/c techo tipico0.200Tn/m2f'b =1450.00tn/m288.06Kg/cm^2ok!S/c Azotea0.100Tn/m2Ec=2173706.51S/c escalera0.300Tn/m2Em=325000.00Aligerado0.300Tn/m2n=6.69% Sobre carga0.25RESISTENCIA AL AGRIETAMIENTO DIAGONALPeso aligerado tipico =0.35Tn/m2CM+25%CVPeso aligerado Azotea =0.33Tn/m2CM+25%CVpara unidades de arcillaPeso losa macisa =0.53Tn/m2CM+25%CVRESUMEN CORTANTES FINALES EN CADA MUROMuros1 Piso2 Piso3 Piso4 PisoX 10.0000.0000.0000.000X 20.0000.0000.0000.000X 33.7153.3732.6891.663X 47.6456.9415.5333.422X 51.3931.2651.0080.624X 6 (placa)8.6637.8656.2703.877X 77.7577.0425.6143.471X 8(placa)35.17131.93325.45615.740X 91.3051.1850.9450.584X 10(placa)31.44328.54822.75714.072X 11(placa)39.63235.98328.68417.737Y 111.91410.8178.6235.332Y 223.16121.02816.76310.365Y 37.3146.6405.2933.273Y 4(placa)10.9339.9267.9134.893Y 5(placa)7.1396.4825.1673.195Y 6(placa)11.39610.3478.2485.100Y 7(placa)4.6644.2343.3762.087Y 8(placa)13.79312.5239.9836.173Y 98.4257.6506.0983.771Y 109.6688.7786.9974.327Y 1110.7819.7887.8034.825Y 12(placa)7.5306.8365.4503.370Y 1318.54516.83813.4228.300MuroX 1Se apoyan en el voladoh Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioVm1/Ve1=0.00PisoL(m)t(m)PgVeMeVmVuMu11.6140.1405.5010.0000.0000.0001.265OK! Control de Fisuracin0.0000.00021.6140.1404.2430.0000.0000.0000.976OK! Control de Fisuracin0.0000.00031.6140.1402.9840.0000.0000.0000.686OK! Control de Fisuracin0.0000.00041.6140.1401.7260.0000.0000.0000.397OK! Control de Fisuracin0.0000.000MuroX 2Se apoyan en el voladoh Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioVm1/Ve1=0.00PisoL(m)t(m)PgVeMeVmVuMu11.4720.0001.0120.0000.0000.0000.233OK! Control de Fisuracin0.0000.00021.4720.0000.7540.0000.0000.0000.174OK! Control de Fisuracin0.0000.00031.4720.0000.4970.0000.0000.0000.114OK! Control de Fisuracin0.0000.00041.4720.0000.2390.0000.0000.0000.055OK! Control de Fisuracin0.0000.000MuroX 3h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu12.1520.1408.8173.7159.6600.82812.379OK! Control de Fisuracin11.14628.98022.1520.1406.7623.3738.7700.82811.906OK! Control de Fisuracin10.12026.31132.1520.1404.7072.6896.9920.82811.433OK! Control de Fisuracin8.06720.97542.1520.1402.6521.6634.3230.82810.961OK! Control de Fisuracin4.98812.969MuroX 4h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu12.3980.24014.4857.64519.8780.92225.360OK! Control de Fisuracin22.93659.63322.3980.24011.1606.94118.0470.92224.595OK! Control de Fisuracin20.82454.14232.3980.2407.8345.53314.3870.92223.830OK! Control de Fisuracin16.60043.16042.3980.2404.5093.4228.8960.92223.065OK! Control de Fisuracin10.26526.688MuroX 5h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.5000.1406.1451.3933.6220.5776.441OK! Control de Fisuracin4.18010.86721.5000.1404.7131.2653.2890.5776.112OK! Control de Fisuracin3.7959.86731.5000.1403.2811.0082.6220.5775.782OK! Control de Fisuracin3.0257.86541.5000.1401.8480.6241.6210.5775.453OK! Control de Fisuracin1.8714.863MuroX 6 (placa)h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioPisoL(m)t(m)PgVeMeVm11.5000.1507.8958.66322.5240.57737.846Diseo por C. A21.5000.1506.0747.86520.4500.57737.42731.5000.1504.2536.27016.3020.57737.00841.5000.1502.4323.87710.0800.57736.589MuroX 7h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu12.5000.24015.1027.75720.1670.96227.416OK! Control de Fisuracin23.27060.50222.5000.24011.6357.04218.3100.96226.618OK! Control de Fisuracin21.12754.93132.5000.2408.1685.61414.5960.96225.821OK! Control de Fisuracin16.84243.78942.5000.2404.7013.4719.0260.96225.023OK! Control de Fisuracin10.41427.077MuroX 8(placa)h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioPisoL(m)t(m)PgVeMeVm12.6590.15013.99535.17191.4461.000113.934Diseo por C. A22.6590.15010.76731.93383.0251.000113.19232.6590.1507.53925.45666.1851.000112.44942.6590.1504.31115.74040.9251.000111.707MuroX 9h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.4180.1405.8091.3053.3930.5455.830OK! Control de Fisuracin3.91510.17921.4180.1404.4551.1853.0810.5455.519OK! Control de Fisuracin3.5559.24231.4180.1403.1010.9452.4560.5455.207OK! Control de Fisuracin2.8347.36741.4180.1401.7470.5841.5190.5454.896OK! Control de Fisuracin1.7524.556MuroX 10(placa)h Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioPisoL(m)t(m)PgVeMeVm12.3400.15010.70731.44381.7510.90090.146Diseo por C. A22.3400.1508.27528.54874.2240.90089.58632.3400.1505.84422.75759.1690.90089.02742.3400.1503.41314.07236.5870.90088.468MuroX 11(placa)h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioPisoL(m)t(m)PgVeMeVm12.6590.15013.99539.632103.0431.000113.93422.6590.15010.76735.98393.5551.000113.19232.6590.1507.53928.68474.5791.000112.44942.6590.1504.31117.73746.1151.000111.707MuroY 1h Piso =2.60m. altura de entrepisoAncho=1.704m. Ancho TributarioVm1/Ve1=2.69PisoL(m)t(m)PgVeMeVmVuMu14.5880.14023.23511.91430.9761.00031.997OK! Control de Fisuracin31.99783.19324.5880.14017.72410.81728.1241.00030.730OK! Control de Fisuracin29.05175.53334.5880.14012.2138.62322.4201.00029.462OK! Control de Fisuracin23.15960.21344.5880.1406.7035.33213.8631.00028.195OK! Control de Fisuracin14.32037.232MuroY 2Este Muro no cumple con la especificacion de la Norma de que L