metr.areas separadasMETRADO DE CARGAS Y MUROS1. Caracteristicas geomtricasEntrepiso20.000cmArea de la edificacion173.000m22. Caracteristicas de los materialesfc210.000Kg/cm2fm65.000Kg/cm2v'm8.300Kg/cm2f'b145.000Kg/cm2Ladrillo solido Diamante tipo V30 % de perforacionesMortero1:4(cemento: arena gruesa)3. Pesos UnitariosConcreto2.400Tn/m3Albaileria1.800Tn/m3Piso terminado0.100Tn/m2S/c techo tipico0.200Tn/m2S/c Azotea0.100Tn/m2S/c escalera0.300Tn/m2Aligerado0.300Tn/m24.- METRADO4.1 LOSASLosa aligeradaPeso Carga Muerta66.200TnArea165.500m2Peso Carga Viva33.100Tnespesor0.200mPeso Carga Muerta66.200TnPeso Carga Viva16.550TnAzoteaArea165.500m2espesor0.200mPeso Carga Muerta264.800TnPeso Carga Viva115.850Tn4.2. MUROS DE ALBAILERIAMUROSLONGITUD EFECTIVA (m)ESPESOR (m)AREA (m2)X 14.2300.2501.058X 24.2300.2501.058Piso tipicoX 31.4000.2500.350Area muros albailera15.969m2X 41.7800.2500.445Area placas0.600m2X 51.7800.2500.445h =2.400m2X 61.4000.2500.350C.M. albaileria28.745TnX 86.1500.2501.538C.M. placas1.440TnX 131.4000.2500.350X 141.2000.2500.300X 151.2000.2500.300X 161.4000.2500.350X 172.1500.1500.323X 18 (placa)1.2000.2500.300X 19 (placa)1.2000.2500.300Y 16.4000.1500.960Y 26.4000.1500.960Y 34.0000.1500.600Y 42.1500.1500.323Y 56.5560.1500.983Y 62.1500.1500.323Y 74.0000.1500.600Y 88.7800.1501.317Y 93.0000.1500.450Y 103.0000.1500.450Y 118.7800.1501.317Y 121.4800.1500.222Y 132.5200.1500.378Y 141.4800.1500.2224.3.- ALFEIZERL (m)h(m)AreaPiso tipicoA12.8500.9002.565e0.150mA22.8500.9002.565Peso Carga muerta6.431TnA31.1500.9001.035A41.1500.9001.035A51.2002.0002.400A61.2002.0002.400A71.2002.0002.400A81.2002.0002.400A91.8000.9001.620A101.8000.9001.620A112.1000.9001.890A122.1000.9001.890Area total23.8204.4.- PARAPETOSAzoteaAzoteaL (m)h(m)Area(m2)e=0.150m50.2000.80040.160Peso Carga muerta10.843TnArea total40.1604.5.- VIGASPiso TipicoL (m)bw(m)h(m)PesoPiso tipicoEje 111.0000.2500.2001.320Peso Carga muerta17.244TnEje 212.2000.2500.2001.464Eje 311.0000.2500.2001.320Eje 411.0000.2500.2001.320Eje 511.0000.2500.2001.320Eje 611.0000.2500.2001.320Eje A15.7500.2500.2001.890Eje B16.7500.2500.2002.010Eje C11.5000.2500.2001.380Eje D16.7500.2500.2002.010Eje E15.7500.2500.2001.8904.6.- COLUMNASPiso TipicoNo.b(m)h(m)L(m)Peso(Tn)C1280.1500.2002.6005.24C2220.1500.3002.6006.18Piso TipicoPeso Carga muerta11.419Tn5.- CARGA POR PISO Y CARGA REPARTIDA POR PISOArea piso173.000cm2PisoPeso CMPeso CVCM+25%CVPeso/m21131.479533.100139.7550.8082131.48033.100139.7550.8083131.48033.100139.7550.808494.287216.55098.4250.569Peso total de la edificacin :P =517.688Tn6. DENSIDAD MINIMA DE MUROSZ0.4U1S1.2N46.1 MUROS LA DIRECCION XArea muros albailera6.865m2Ec=217370.65kg/cm2Area placas0.600m2Em=32500kg/cm2Ec/Em=6.6910.8780.0343173.0000.06290.0343Ok! Chequeo Densidad de muros6.2 MUROS LA DIRECCION YArea muros albailera8.782m28.7820.0343173.0000.05080.0343Ok! Chequeo Densidad de muros

&RUniversidad Nacional de San Agustin - Albaileria Estructural1 piso2 piso3 piso4 piso

Dis. Sismo SevSISMO SEVERO1) Calculo cortante basalPeso total de la edificacin :P =517.688TnPARMETROSZ0.4U1C2.5S1.2R3T0.6hn10.4Tp0.173=8.650.4V =207.08TnValor de la cortante basal que se presenta en el primer piso2) Distribucion del cortante basalPisoh(m)Peso P por nivel(Tn)P x hVp(Tn)410.498.421023.6170.3266.1666.1637.8139.751090.0850.3470.46136.6225.2139.75726.7240.2346.97183.5912.6139.75363.3620.1123.49207.08 =3203.78766.1666.1670.46136.6246.97183.5923.49207.08

Dis.Sismo ModSISMO MODERADO1) Calculo cortante basalPeso total de la edificacin :P =517.688TnPARMETROSZ0.4U1C2.5S1.2R6T0.6hn10.4Tp0.173=8.65V =103.54Tn2) Distribucion del cortante basalPisoh(m)Peso P por nivel(Tn)P x hVp(Tn)410.498.421023.6170.3233.0833.0837.8139.751090.0850.3435.2368.3125.2139.75726.7240.2323.4991.7912.6139.75363.3620.1111.74103.54 =3203.78733.0833.0835.2368.3123.4991.7911.74103.54

centro de masas 1.2 Y 3CENTRO DE MASASMUROSEN EL EJE XMurosLongitudEspesorAREAAlturaPesoXPxXEfectiva (m)(m)(m2)(m)(tn)(m)X 14.2300.2501.0582.4004.5682.1139.651X 24.2300.2501.0582.4004.5688.88840.602X 31.4000.2500.3502.4001.5120.8501.285X 41.7800.2500.4452.4001.9223.2636.272X 51.7800.2500.4452.4001.9227.73814.875X 61.4000.2500.3502.4001.51210.15015.347X 86.1500.2501.5382.4006.6425.50036.531X 131.4000.2500.3502.4001.5120.8501.285X 141.2000.2500.3002.4001.2963.0503.953X 151.2000.2500.3002.4001.2968.00010.368X 161.4000.2500.3502.4001.51210.15015.347X 172.1500.1500.3232.4001.3935.5007.663X 18 (placa)1.2000.2500.3002.4001.7283.0505.270X 19 (placa)1.2000.2500.3002.4001.7287.95013.738Pesos =33.113Pesos * X=182.185X =5.502mEN EL EJE YMurosLongitudEspesorAREAAlturaPesoYPxYEfectiva (m)(m)(m2)(m)(tn)(m)Y 16.4000.1500.9602.4004.1473.213.271Y 26.4000.1500.9602.4004.1473.20013.271Y 34.0000.1500.6002.4002.5926.65017.237Y 42.1500.1500.3232.4001.3934.0255.608Y 56.5560.1500.9832.4004.2486.22826.459Y 62.1500.1500.3232.4001.3934.0705.670Y 74.0000.1500.6002.4002.5926.70017.366Y 88.7800.1501.3172.4005.68911.39064.803Y 93.0000.1500.4502.4001.94410.90021.190Y 103.0000.1500.4502.4001.94410.90021.190Y 118.7800.1501.3172.4005.68911.39064.803Y 121.4800.1500.2222.4000.95913.94413.373Y 132.5200.1500.3782.4001.63313.29421.708Y 141.4800.1500.2222.4000.95913.94413.373Pesos =39.331Pesos * Y=319.321Y =8.119mEs el Centro de Gravedad de los muros,este debe adicionarse a los otros pesosPARAPETOEN EL EJE XPARAPETOLongitudEspesorAREAAlturaPesoXPxXEfectiva (m)(m)(m2)(m)(tn)(m)Eje 18.4500.1501.2680.9002.0535.50011.293Entre eje B y C3.2000.1500.4800.9000.7786.7755.268Entre eje C y D3.2000.1500.4800.9000.7784.2253.285Eje 22.5500.1500.3830.9000.6205.5003.408Eje A15.8000.1502.3700.9003.83910.92541.945Eje E15.8000.1502.3700.9003.8390.0750.288Eje 36.2000.1500.9300.9001.5075.5008.286Eje 611.0000.1501.6500.9002.6735.50014.702Pesos =16.0866Pesos * X=88.4763X =5.5mEN EL EJE YPARAPETOLongitudEspesorAREAAlturaPesoYPxYEfectiva (m)(m)(m2)(m)(tn)(m)Eje 18.4500.1501.2680.9002.0530.0750.154Entre eje B y C3.2000.1500.4800.9000.7781.5501.205Entre eje C y D3.2000.1500.4800.9000.7781.5501.205Eje 22.5500.1500.3830.9000.6203.0501.890Eje A15.8000.1502.3700.9003.8397.90030.331Eje E15.8000.1502.3700.9003.8397.90030.331Eje 36.2000.1500.9300.9001.5076.70010.094Eje 611.0000.1501.6500.9002.67316.68044.586Pesos =16.0866Pesos * Y=119.79687375Y =7.4469977341mALFEIZEREN EL EJE XALFEIZERLongitudEspesorAREAAlturaPesoXPxXEfectiva (m)(m)(m2)(m)(tn)(m)Alf 012.8000.1500.4200.9000.6806.8254.644Alf 022.8000.1500.4200.9000.6804.0252.739Alf 031.2000.1500.1800.9000.2924.2251.232Alf 041.2000.1500.1800.9000.2925.4251.582Alf 051.2500.1500.1880.9000.3047.7002.339Alf 061.2500.1500.1880.9000.3047.7002.339Alf 071.2500.1500.1880.9000.3040.7000.213Alf 081.2500.1500.1880.9000.3040.7000.213Alf 091.7750.1500.2660.9000.4316.3882.755Alf 101.7750.1500.2660.9000.4314.4631.925Alf 111.0750.1500.1610.9000.2616.0381.577Alf 121.0750.1500.1610.9000.2614.8131.257Pesos =4.54Pesos * X=22.81X =5.02mEN EL EJE YALFEIZERLongitudEspesorAREAAlturaPesoYPxYEfectiva (m)(m)(m2)(m)(tn)(m)Alf 012.8000.1500.4200.9000.6801.4751.004Alf 022.8000.1500.4200.9000.6801.4751.004Alf 031.2000.1500.1800.9000.2922.9760.868Alf 041.2000.1500.1800.9000.2922.9760.868Alf 051.2500.1500.1880.9000.3046.2501.898Alf 061.2500.1500.1880.9000.3047.0002.126Alf 071.2500.1500.1880.9000.3046.2501.898Alf 081.2500.1500.1880.9000.3047.0002.126Alf 091.7750.1500.2660.9000.4319.4314.068Alf 101.7750.1500.2660.9000.4319.4314.068Alf 111.0750.1500.1610.9000.26111.8313.091Alf 121.0750.1500.1610.9000.26111.8313.091Pesos =4.5441Pesos * Y=26.10917874Y =5.7457315508mVIGASEN EL EJE XVIGALongitudAnchoAlturaVolPesoXPxXEfectiva (m)(m)(m)(m3)(tn)(m)eje A15.7800.1500.2000.4731.1365.4256.164eje B15.7800.1500.2000.4731.1365.4256.164eje C15.7800.1500.2000.4731.1365.4256.164eje D15.7800.1500.2000.4731.1360.8000.909eje E15.7800.1500.2000.4731.1365.4256.164eje 111.0000.1500.2000.3300.7925.4254.297eje 211.0000.2500.2000.5501.3201.2001.584eje 311.0000.2500.2000.5501.3209.52112.568eje 411.0000.2500.2000.5501.3208.40011.088eje 511.0000.2500.2000.5501.3207.3499.700eje 611.0000.2500.2000.5501.3205.4257.161Pesos =13.07Pesos * X=71.96X =5.50mEN EL EJE YVIGALongitudAnchoAlturaVolPesoYPxYEfectiva (m)(m)(m)(m3)(tn)(m)eje A15.7800.1500.2000.4731.1360.0750.085eje B15.7800.1500.2000.4731.1363.4503.920eje C15.7800.1500.2000.4731.1366.3757.243eje D15.7800.1500.2000.4731.1369.45010.737eje E15.7800.1500.2000.4731.13614.50416.479eje 111.0000.1500.2000.3300.79215.68112.420eje 211.0000.2500.2000.5501.3207.91610.449eje 311.0000.2500.2000.5501.3206.6508.778eje 411.0000.2500.2000.5501.3204.8256.369eje 511.0000.2500.2000.5501.32012.61616.653eje 611.0000.2500.2000.5501.3207.91610.449Pesos =13.07Pesos * Y=103.58Y =7.92mLOSASEN EL EJE XLOSAL (m)A(m)Area(m2)PESO (Ton)XPxX(m)A13.5502.3008.1654.0839.62539.294A22.8001.6254.5502.2757.51317.091A32.8001.6254.5502.2753.3387.593A43.5502.3008.1654.0831.2255.001A52.3001.2502.8751.43810.22314.696A62.3000.8922.0521.0268.9239.153A73.0502.8308.6324.3166.91029.821A83.0502.8308.6324.3163.93816.993A92.3000.8922.0521.0261.9271.977A102.3001.2502.8751.4380.7021.009A112.4001.2503.0001.50010.22315.335A122.4000.8922.1411.0708.9239.551A132.4002.8306.7923.3966.10020.716A142.4002.8306.7923.3963.93813.372A152.4000.8922.1411.0700.6000.642A162.4001.2503.0001.5000.7001.050A174.8303.35016.1818.0909.10073.621A182.3201.7754.1182.0599.38819.329A192.3201.7754.1182.0594.4639.188A204.8303.35016.1818.0901.75014.158A210.8503.3502.8481.4249.10012.956A220.8501.7751.5090.7549.3887.082A230.8501.7751.5090.7544.4633.366A240.8503.3502.8481.4241.7502.492Pesos =62.86Pesos * X=345.49X =5.50mEN EL EJE YLOSAL (m)A(m)Area(m2)PesoYPxY(tn)(m)A13.5502.3008.1654.0831.8507.553A22.8001.6254.5502.2751.4753.355A32.8001.6254.5502.2751.4753.355A43.5502.3008.1654.0831.8507.553A52.3001.2502.8751.4385.0257.223A62.3000.8922.0521.0265.0255.155A73.0502.8308.6324.3164.65020.068A83.0502.8308.6324.3164.65020.068A92.3000.8922.0521.0265.0255.155A102.3001.2502.8751.4385.0257.223A112.4001.2503.0001.5008.20012.300A122.4000.8922.1411.0707.8508.403A132.4002.8306.7923.3967.85026.659A142.4002.8306.7923.3967.85026.659A152.4000.8922.1411.0707.8508.403A162.4001.2503.0001.5008.20012.300A174.8303.35016.1818.09011.96696.810A182.3201.7754.1182.05913.24027.261A192.3201.7754.1182.05913.24027.261A204.8303.35016.1818.09011.96696.810A210.8503.3502.8481.42415.08021.470A220.8501.7751.5090.75415.08011.376A230.8501.7751.5090.75415.08011.376A240.8503.3502.8481.42415.08021.470Pesos =62.86Pesos * Y=495.27Y =7.88mPISOS 1-3XcgYcgPESOMUROS5.58.1268.79LOSAS5.57.8862.86VIGAS5.57.9213.07ALFEIZER5.55.754.54149.26Xcm=5.50Ycm=7.93PISO 4XcgYcgPESOMUROS5.58.1268.79LOSAS5.57.8862.86VIGAS5.57.9213.07ALFEIZER5.55.754.54PARAPETO5.57.4516.08165.34Xcm=5.50Ycm=7.88

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

centro de rigidecesCENTRO DE RIGIDECESCENTRO DE RIGEDECESDISTRIBUCION DEL CORTANTE DIRECTOModulo de elasticidadEc =15000 (fc)^0.5Em =500 f'mEc =2173707Ton/m2Em =325000Ton/m2PRIMER PISO (DIRECCION X)h=2.400m.V=103.54TnMurosL(m)t(m)KYKxYK%VdX 14.2300.25033,398.8870.0752504.91733,398.88717.8218.451X 24.2300.25033,398.8870.0752504.91733,398.88717.8218.451X 31.4000.2503,212.1663.77512125.9263,212.1661.711.775X 41.7800.2505,866.5833.07518039.7425,866.5833.133.241X 51.7800.2505,866.5833.07518039.7425,866.5833.133.241X 61.4000.2503,212.1663.77512125.9263,212.1661.711.775X 86.1500.25057,687.4006.325364872.80257,687.40030.7831.870X 131.4000.2503,212.1669.52530595.8793,212.1661.711.775X 141.2000.2502,138.1589.52520365.9542,138.1581.141.181X 151.2000.2502,138.1589.52520365.9542,138.1581.141.181X 161.4000.2503,212.1669.52530595.8793,212.1661.711.775X 172.1500.1505,469.70814.55679618.7085,469.7082.923.022X 18 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.637.900X 19 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.637.900=187,414.427=1061696.430=187,414.427=103.54Ok!Ycr=5.665m.DIRECCION YMurosL(m)t(m)KXKxXK%VdY 16.4000.15036,491.2280.0752736.84236,491.22812.1512.577Y 26.4000.15036,491.22810.925398666.66736,491.22812.1512.577Y 34.0000.15018,299.5501.47526991.83618,299.5506.096.307Y 42.1500.1505,469.7082.52513811.0125,469.7081.821.885Y 56.5560.15037,660.3225.500207131.77437,660.32212.5412.980Y 62.1500.1505,469.7088.47546355.7745,469.7081.821.885Y 74.0000.15018,299.5509.525174303.20918,299.5506.096.307Y 88.7800.15054,061.9470.0754054.64654,061.94718.0018.634Y 93.0000.15010,959.9823.57539181.93610,959.9823.653.778Y 103.0000.15010,959.9827.42581377.86610,959.9823.653.778Y 118.7800.15054,061.94710.925590626.77554,061.94718.0018.634Y 121.4800.1502,223.7843.5757950.0262,223.7840.740.766Y 132.5200.1507,722.7815.50042475.2937,722.7812.572.662Y 141.4800.1502,223.7847.42516511.5932,223.7840.740.766=300,395.500=1652175.249=300,395.500=103.538Ok!Xcr=5.500m.SEGUNDO PISO (DIRECCION X)2 PISOh=2.400m.V=91.79TnMurosL(m)t(m)KYKxYK%VdX 14.2300.25033,398.8870.0752504.91733,398.88717.8216.359X 24.2300.25033,398.8870.0752504.91733,398.88717.8216.359X 31.4000.2503,212.1663.77512125.9263,212.1661.711.573X 41.7800.2505,866.5833.07518039.7425,866.5833.132.873X 51.7800.2505,866.5833.07518039.7425,866.5833.132.873X 61.4000.2503,212.1663.77512125.9263,212.1661.711.573X 86.1500.25057,687.4006.325364872.80257,687.40030.7828.255X 131.4000.2503,212.1669.52530595.8793,212.1661.711.573X 141.2000.2502,138.1589.52520365.9542,138.1581.141.047X 151.2000.2502,138.1589.52520365.9542,138.1581.141.047X 161.4000.2503,212.1669.52530595.8793,212.1661.711.573X 172.1500.1505,469.70814.55679618.7085,469.7082.922.679X 18 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.637.004X 19 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.637.004=187,414.427=1061696.430=187,414.427=91.79Revisar calculosYcr=5.665m.DIRECCION YMurosL(m)t(m)KXKxXK%VdY 16.4000.15036,491.2280.0752736.84236,491.22812.1511.151Y 26.4000.15036,491.22810.925398666.66736,491.22812.1511.151Y 34.0000.15018,299.5501.47526991.83618,299.5506.095.592Y 42.1500.1505,469.7082.52513811.0125,469.7081.821.671Y 56.5560.15037,660.3225.500207131.77437,660.32212.5411.508Y 62.1500.1505,469.7088.47546355.7745,469.7081.821.671Y 74.0000.15018,299.5509.525174303.20918,299.5506.095.592Y 88.7800.15054,061.9470.0754054.64654,061.94718.0016.520Y 93.0000.15010,959.9823.57539181.93610,959.9823.653.349Y 103.0000.15010,959.9827.42581377.86610,959.9823.653.349Y 118.7800.15054,061.94710.925590626.77554,061.94718.0016.520Y 121.4800.1502,223.7843.5757950.0262,223.7840.740.680Y 132.5200.1507,722.7815.50042475.2937,722.7812.572.360Y 141.4800.1502,223.7847.42516511.5932,223.7840.740.680=300,395.500=1652175.249=300,395.500=91.795Ok!Xcr=5.500m.TERCER PISO (DIRECCION X)2 PISOh=2.400m.V=68.309TnMurosL(m)t(m)KYKxYK%VdX 14.2300.25033,398.8870.0752504.91733,398.88717.8212.173X 24.2300.25033,398.8870.0752504.91733,398.88717.8212.173X 31.4000.2503,212.1663.77512125.9263,212.1661.711.171X 41.7800.2505,866.5833.07518039.7425,866.5833.132.138X 51.7800.2505,866.5833.07518039.7425,866.5833.132.138X 61.4000.2503,212.1663.77512125.9263,212.1661.711.171X 86.1500.25057,687.4006.325364872.80257,687.40030.7821.026X 131.4000.2503,212.1669.52530595.8793,212.1661.711.171X 141.2000.2502,138.1589.52520365.9542,138.1581.140.779X 151.2000.2502,138.1589.52520365.9542,138.1581.140.779X 161.4000.2503,212.1669.52530595.8793,212.1661.711.171X 172.1500.1505,469.70814.55679618.7085,469.7082.921.994X 18 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.635.212X 19 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.635.212=187,414.427=1061696.430=187,414.427=68.31Ok!Ycr=5.665m.DIRECCION YMurosL(m)t(m)KXKxXK%VdY 16.4000.15036,491.2280.0752736.84236,491.22812.158.298Y 26.4000.15036,491.22810.925398666.66736,491.22812.158.298Y 34.0000.15018,299.5501.47526991.83618,299.5506.094.161Y 42.1500.1505,469.7082.52513811.0125,469.7081.821.244Y 56.5560.15037,660.3225.500207131.77437,660.32212.548.564Y 62.1500.1505,469.7088.47546355.7745,469.7081.821.244Y 74.0000.15018,299.5509.525174303.20918,299.5506.094.161Y 88.7800.15054,061.9470.0754054.64654,061.94718.0012.294Y 93.0000.15010,959.9823.57539181.93610,959.9823.652.492Y 103.0000.15010,959.9827.42581377.86610,959.9823.652.492Y 118.7800.15054,061.94710.925590626.77554,061.94718.0012.294Y 121.4800.1502,223.7843.5757950.0262,223.7840.740.506Y 132.5200.1507,722.7815.50042475.2937,722.7812.571.756Y 141.4800.1502,223.7847.42516511.5932,223.7840.740.506=300,395.500=1652175.249=300,395.500=68.309Ok!Xcr=5.500m.CUARTO PISO (DIRECCION X)2 PISOh=2.400m.V=33.080TnMurosL(m)t(m)KYKxYK%VdX 14.2300.25033,398.8870.0752504.91733,398.88717.825.895X 24.2300.25033,398.8870.0752504.91733,398.88717.825.895X 31.4000.2503,212.1663.77512125.9263,212.1661.710.567X 41.7800.2505,866.5833.07518039.7425,866.5833.131.036X 51.7800.2505,866.5833.07518039.7425,866.5833.131.036X 61.4000.2503,212.1663.77512125.9263,212.1661.710.567X 86.1500.25057,687.4006.325364872.80257,687.40030.7810.182X 131.4000.2503,212.1669.52530595.8793,212.1661.710.567X 141.2000.2502,138.1589.52520365.9542,138.1581.140.377X 151.2000.2502,138.1589.52520365.9542,138.1581.140.377X 161.4000.2503,212.1669.52530595.8793,212.1661.710.567X 172.1500.1505,469.70814.55679618.7085,469.7082.920.965X 18 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.632.524X 19 (placa)1.2000.25014,300.70115.731224970.04414,300.7017.632.524=187,414.427=1061696.430=187,414.427=33.08Ok!Ycr=5.665m.DIRECCION YMurosL(m)t(m)KXKxXK%VdY 16.4000.15036,491.2280.0752736.84236,491.22812.154.019Y 26.4000.15036,491.22810.925398666.66736,491.22812.154.019Y 34.0000.15018,299.5501.47526991.83618,299.5506.092.015Y 42.1500.1505,469.7082.52513811.0125,469.7081.820.602Y 56.5560.15037,660.3225.500207131.77437,660.32212.544.147Y 62.1500.1505,469.7088.47546355.7745,469.7081.820.602Y 74.0000.15018,299.5509.525174303.20918,299.5506.092.015Y 88.7800.15054,061.9470.0754054.64654,061.94718.005.953Y 93.0000.15010,959.9823.57539181.93610,959.9823.651.207Y 103.0000.15010,959.9827.42581377.86610,959.9823.651.207Y 118.7800.15054,061.94710.925590626.77554,061.94718.005.953Y 121.4800.1502,223.7843.5757950.0262,223.7840.740.245Y 132.5200.1507,722.7815.50042475.2937,722.7812.570.850Y 141.4800.1502,223.7847.42516511.5932,223.7840.740.245=300,395.500=1652175.249=300,395.500=33.080Ok!Xcr=5.500m.RESUMEN DE CORTANTES DIRECTOS EN MUROSMuros1 Piso2 Piso3 Piso4 PisoX 118.45116.35912.1735.895X 218.45116.35912.1735.895X 31.7751.5731.1710.567X 43.2412.8732.1381.036X 53.2412.8732.1381.036X 61.7751.5731.1710.567X 831.87028.25521.02610.182X 131.7751.5731.1710.567X 141.1811.0470.7790.377X 151.1811.0470.7790.377X 161.7751.5731.1710.567X 173.0222.6791.9940.965X 18 (placa)7.9007.0045.2122.524X 19 (placa)7.9007.0045.2122.524Y 112.57711.1518.2984.019Y 212.57711.1518.2984.019Y 36.3075.5924.1612.015Y 41.8851.6711.2440.602Y 512.98011.5088.5644.147Y 61.8851.6711.2440.602Y 76.3075.5924.1612.015Y 818.63416.52012.2945.953Y 93.7783.3492.4921.207Y 103.7783.3492.4921.207Y 1118.63416.52012.2945.953Y 120.7660.6800.5060.245Y 132.6622.3601.7560.850Y 140.7660.6800.5060.245

Para el analisis consideramos todos los muros en volado

exct,mtos torsores EXCENTRICIDAD DE DISEOExc. TericaPisoXcrYcrXcmYcmexey15.5005.6655.5007.9290.000-2.26425.5005.6655.5007.9290.000-2.26435.5005.6655.5007.9290.000-2.26445.5005.6655.5007.9290.000-2.264Exc. AccidentalPisoLXLYexacceyacc115.78011.0000.5500.789215.78011.0000.5500.789315.78011.0000.5500.789415.78011.0000.5500.789Exc. TericaExc. AccidentalExc. DePisoexeyexacceyaccDiseo10.000-2.2640.5500.7892.26420.000-2.2640.5500.7892.26430.000-2.2640.5500.7892.26440.000-2.2640.5500.7892.264Momentos TorsoresPisoeVpMT(tn.m)12.264103.538234.44622.26491.795207.85632.26468.309154.67642.26433.08074.906Cortante por TorsionPRIMER PISOMT =234.446tn.mMurosKYYcrdKxdKd^2MurosVtX 133398.8870.0755.6655.590186698.6561043639.214X 13.703X 233398.8870.0755.6655.590186698.6561043639.214X 23.703X 33212.1663.7755.6651.8906070.88511473.769X 30.120X 45866.5833.0755.6652.59015194.25239352.602X 40.301X 55866.5833.0755.6652.59015194.25239352.602X 50.301X 63212.1663.7755.6651.8906070.88511473.769X 60.120X 857687.4006.3255.6650.66038075.62225131.190X 80.755X 133212.1669.5255.6653.86012399.06847860.818X 130.246X 142138.1589.5255.6653.8608253.36131858.252X 140.164X 152138.1589.5255.6653.8608253.36131858.252X 150.164X 163212.1669.5255.6653.86012399.06847860.818X 160.246X 175469.70814.5565.6658.89148632.997432412.202X 170.964X 18 (placa)14300.70115.7315.66510.066143957.0541449134.131X 18 (placa)2.855X 19 (placa)14300.70115.7315.66510.066143957.0541449134.131X 19 (placa)2.855=5704180.964MurosKXXcrdKxdKd^2MurosVtY 136491.2280.0755.5005.425197964.9121073959.649Y 13.926Y 236491.22810.9255.5005.425197964.9121073959.649Y 23.926Y 318299.5501.4755.5004.02573655.687296464.140Y 31.461Y 45469.7082.5255.5002.97516272.38148410.333Y 40.323Y 537660.3225.5005.5000.0000.0000.000Y 50.000Y 65469.7088.4755.5002.97516272.38148410.333Y 60.323Y 718299.5509.5255.5004.02573655.687296464.140Y 71.461Y 854061.9470.0755.5005.425293286.0641591076.900Y 85.816Y 910959.9823.5755.5001.92521097.96540613.583Y 90.418Y 1010959.9827.4255.5001.92521097.96540613.583Y 100.418Y 1154061.94710.9255.5005.425293286.0641591076.900Y 115.816Y 122223.7843.5755.5001.9254280.7838240.508Y 120.085Y 137722.7815.5005.5000.0000.0000.000Y 130.000Y 142223.7847.4255.5001.9254280.7838240.508Y 140.085=6117530.226(K*d^2)=11821711.190SEGUNDO PISOMT =207.856tn.mMurosKYYcrdKxdKd^2MurosVtX 133398.8870.0755.6655.590186698.6561043639.214X 13.283X 233398.8870.0755.6655.590186698.6561043639.214X 23.283X 33212.1663.7755.6651.8906070.88511473.769X 30.107X 45866.5833.0755.6652.59015194.25239352.602X 40.267X 55866.5833.0755.6652.59015194.25239352.602X 50.267X 63212.1663.7755.6651.8906070.88511473.769X 60.107X 857687.4006.3255.6650.66038075.62225131.190X 80.669X 133212.1669.5255.6653.86012399.06847860.818X 130.218X 142138.1589.5255.6653.8608253.36131858.252X 140.145X 152138.1589.5255.6653.8608253.36131858.252X 150.145X 163212.1669.5255.6653.86012399.06847860.818X 160.218X 175469.70814.5565.6658.89148632.997432412.202X 170.855X 18 (placa)14300.70115.7315.66510.066143957.0541449134.131X 18 (placa)2.531X 19 (placa)14300.70115.7315.66510.066143957.0541449134.131X 19 (placa)2.531=5704180.964MurosKXXcrdKxdKd^2MurosVtY 136491.2280.0755.5005.425197964.9121073959.649Y 13.481Y 236491.22810.9255.5005.425197964.9121073959.649Y 23.481Y 318299.5501.4755.5004.02573655.687296464.140Y 31.295Y 45469.7082.5255.5002.97516272.38148410.333Y 40.286Y 537660.3225.5005.5000.0000.0000.000Y 50.000Y 65469.7088.4755.5002.97516272.38148410.333Y 60.286Y 718299.5509.5255.5004.02573655.687296464.140Y 71.295Y 854061.9470.0755.5005.425293286.0641591076.900Y 85.157Y 910959.9823.5755.5001.92521097.96540613.583Y 90.371Y 1010959.9827.4255.5001.92521097.96540613.583Y 100.371Y 1154061.94710.9255.5005.425293286.0641591076.900Y 115.157Y 122223.7843.5755.5001.9254280.7838240.508Y 120.075Y 137722.7815.5005.5000.0000.0000.000Y 130.000Y 142223.7847.4255.5001.9254280.7838240.508Y 140.075=6117530.226(K*d^2)=11821711.190TERCER PISOMT =154.676tn.mMurosKYYcrdKxdKd^2MurosVtX 133398.8870.0755.6655.590186698.6561043639.214X 12.443X 233398.8870.0755.6655.590186698.6561043639.214X 22.443X 33212.1663.7755.6651.8906070.88511473.769X 30.079X 45866.5833.0755.6652.59015194.25239352.602X 40.199X 55866.5833.0755.6652.59015194.25239352.602X 50.199X 63212.1663.7755.6651.8906070.88511473.769X 60.079X 857687.4006.3255.6650.66038075.62225131.190X 80.498X 133212.1669.5255.6653.86012399.06847860.818X 130.162X 142138.1589.5255.6653.8608253.36131858.252X 140.108X 152138.1589.5255.6653.8608253.36131858.252X 150.108X 163212.1669.5255.6653.86012399.06847860.818X 160.162X 175469.70814.5565.6658.89148632.997432412.202X 170.636X 18 (placa)14300.70115.7315.66510.066143957.0541449134.131X 18 (placa)1.884X 19 (placa)14300.70115.7315.66510.066143957.0541449134.131X 19 (placa)1.884=5704180.964MurosKXXcrdKxdKd^2MurosVtY 136491.2280.0755.5005.425197964.9121073959.649Y 12.590Y 236491.22810.9255.5005.425197964.9121073959.649Y 22.590Y 318299.5501.4755.5004.02573655.687296464.140Y 30.964Y 45469.7082.5255.5002.97516272.38148410.333Y 40.213Y 537660.3225.5005.5000.0000.0000.000Y 50.000Y 65469.7088.4755.5002.97516272.38148410.333Y 60.213Y 718299.5509.5255.5004.02573655.687296464.140Y 70.964Y 854061.9470.0755.5005.425293286.0641591076.900Y 83.837Y 910959.9823.5755.5001.92521097.96540613.583Y 90.276Y 1010959.9827.4255.5001.92521097.96540613.583Y 100.276Y 1154061.94710.9255.5005.425293286.0641591076.900Y 113.837Y 122223.7843.5755.5001.9254280.7838240.508Y 120.056Y 137722.7815.5005.5000.0000.0000.000Y 130.000Y 142223.7847.4255.5001.9254280.7838240.508Y 140.056=6117530.226(K*d^2)=11821711.190CUARTO PISOMT =74.906tn.mMurosKYYcrdKxdKd^2MurosVtX 133398.8870.0755.6655.590186698.6561043639.214X 11.183X 233398.8870.0755.6655.590186698.6561043639.214X 21.183X 33212.1663.7755.6651.8906070.88511473.769X 30.038X 45866.5833.0755.6652.59015194.25239352.602X 40.096X 55866.5833.0755.6652.59015194.25239352.602X 50.096X 63212.1663.7755.6651.8906070.88511473.769X 60.038X 857687.4006.3255.6650.66038075.62225131.190X 80.241X 133212.1669.5255.6653.86012399.06847860.818X 130.079X 142138.1589.5255.6653.8608253.36131858.252X 140.052X 152138.1589.5255.6653.8608253.36131858.252X 150.052X 163212.1669.5255.6653.86012399.06847860.818X 160.079X 175469.70814.5565.6658.89148632.997432412.202X 170.308X 18 (placa)14300.70115.7315.66510.066143957.0541449134.131X 18 (placa)0.912X 19 (placa)14300.70115.7315.66510.066143957.0541449134.131X 19 (placa)0.912=5704180.964MurosKXXcrdKxdKd^2MurosVtY 136491.2280.0755.5005.425197964.9121073959.649Y 11.254Y 236491.22810.9255.5005.425197964.9121073959.649Y 21.254Y 318299.5501.4755.5004.02573655.687296464.140Y 30.467Y 45469.7082.5255.5002.97516272.38148410.333Y 40.103Y 537660.3225.5005.5000.0000.0000.000Y 50.000Y 65469.7088.4755.5002.97516272.38148410.333Y 60.103Y 718299.5509.5255.5004.02573655.687296464.140Y 70.467Y 854061.9470.0755.5005.425293286.0641591076.900Y 81.858Y 910959.9823.5755.5001.92521097.96540613.583Y 90.134Y 1010959.9827.4255.5001.92521097.96540613.583Y 100.134Y 1154061.94710.9255.5005.425293286.0641591076.900Y 111.858Y 122223.7843.5755.5001.9254280.7838240.508Y 120.027Y 137722.7815.5005.5000.0000.0000.000Y 130.000Y 142223.7847.4255.5001.9254280.7838240.508Y 140.027=6117530.226(K*d^2)=11821711.190RESUMEN CORTANTES POR TORSION EN MUROSMuros1 Piso2 Piso3 Piso4 PisoX 13.7033.2832.4431.183X 23.7033.2832.4431.183X 30.1200.1070.0790.038X 40.3010.2670.1990.096X 50.3010.2670.1990.096X 60.1200.1070.0790.038X 80.7550.6690.4980.241X 130.2460.2180.1620.079X 140.1640.1450.1080.052X 150.1640.1450.1080.052X 160.2460.2180.1620.079X 170.9640.8550.6360.308X 18 (placa)2.8552.5311.8840.912X 19 (placa)2.8552.5311.8840.912Y 13.9263.4812.5901.254Y 23.9263.4812.5901.254Y 31.4611.2950.9640.467Y 40.3230.2860.2130.103Y 50.0000.0000.0000.000Y 60.3230.2860.2130.103Y 71.4611.2950.9640.467Y 85.8165.1573.8371.858Y 90.4180.3710.2760.134Y 100.4180.3710.2760.134Y 115.8165.1573.8371.858Y 120.0850.0750.0560.027Y 130.0000.0000.0000.000Y 140.0850.0750.0560.027

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

DISEO DE MUROS DE ALBAILERIADISEO DE MUROS DE ALBAILERIA CONFINADACARACTERISTICAS DE LOS MATERIALESPesos Unitariosf'c =2100.00tn/m2Concreto2.400Tn/m3f'm =650.00tn/m2Albaileria1.800Tn/m3v'm =83.00tn/m2Piso terminado0.100Tn/m2f'b =1450.00tn/m2S/c techo tipico0.200Tn/m2Ec=2173706.51tn/m2S/c Azotea0.100Tn/m2Em=325000.00tn/m2S/c escalera0.300Tn/m2n=6.69Aligerado0.300Tn/m2% Sobre carga0.250RESISTENCIA AL AGRIETAMIENTO DIAGONALPara unidades de arcillaPeso aligerado tipico0.35Tn/m2CM+25%CVPeso aligerado Azotea0.33Tn/m2CM+25%CV88.06Kg/cm^2ok!RESUMEN CORTANTES FINALES EN CADA MUROMuros1 Piso2 Piso3 Piso4 PisoX 122.15419.64114.6167.078X 222.15419.64114.6167.078X 31.8951.6801.2500.605X 43.5423.1412.3371.132X 53.5423.1412.3371.132X 61.8951.6801.2500.605X 832.62528.92521.52410.424X 132.0201.7911.3330.646X 141.3451.1920.8870.430X 151.3451.1920.8870.430X 162.0201.7911.3330.646X 173.9863.5342.6301.274X 18 (placa)10.7559.5367.0963.436X 19 (placa)10.7559.5367.0963.436Y 116.50314.63210.8885.273Y 216.50314.63210.8885.273Y 37.7686.8875.1252.482Y 42.2081.9581.4570.705Y 512.98011.5088.5644.147Y 62.2081.9581.4570.705Y 77.7686.8875.1252.482Y 824.45021.67716.1317.812Y 94.1963.7202.7681.341Y 104.1963.7202.7681.341Y 1124.45021.67716.1317.812Y 120.8510.7550.5620.272Y 132.6622.3601.7560.850Y 140.8510.7550.5620.272MURO X1h Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioVm1/Ve1=2.00PisoL(m)t(m)PgVeMeVmVuMu14.2300.25023.46622.154165.0730.56830.311MAL! Control de Fisuracin44.308330.14524.2300.25018.15719.641107.4720.77338.103OK! Control de Fisuracin39.283214.94534.2300.25012.84914.61656.4051.00046.841OK! Control de Fisuracin29.232112.81044.2300.2507.5407.07818.4031.00045.620OK! Control de Fisuracin14.15636.807MURO X2X 2h Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioVm1/Ve1=2.00PisoL(m)t(m)PgVeMeVmVuMu14.2300.25023.46622.154165.0730.56830.311MAL! Control de Fisuracin44.308330.14524.2300.25018.15719.641107.4720.77338.103OK! Control de Fisuracin39.283214.94534.2300.25012.84914.61656.4051.00046.841OK! Control de Fisuracin29.232112.81044.2300.2507.5407.07818.4031.00045.620OK! Control de Fisuracin14.15636.807MURO X3X 3h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.4000.2508.7291.89514.1200.3336.849OK! Control de Fisuracin5.68542.35921.4000.2506.7271.6809.1930.3336.389OK! Control de Fisuracin5.04027.57831.4000.2504.7251.2504.8250.3636.356OK! Control de Fisuracin3.75114.47441.4000.2502.7230.6051.5740.5388.447OK! Control de Fisuracin1.8164.722MURO X4X 4h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=2.46PisoL(m)t(m)PgVeMeVmVuMu11.7800.25011.0983.54226.3950.3338.708OK! Control de Fisuracin8.70864.88821.7800.2508.5533.14117.1850.3338.123OK! Control de Fisuracin7.72142.24631.7800.2506.0082.3379.0190.4619.900OK! Control de Fisuracin5.74522.17241.7800.2503.4621.1322.9430.68513.439OK! Control de Fisuracin2.7827.234MURO X5h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=2.46PisoL(m)t(m)PgVeMeVmVuMu11.7800.25011.0983.54226.3950.3338.708OK! Control de Fisuracin8.70864.88821.7800.2508.5533.14117.1850.3338.123OK! Control de Fisuracin7.72142.24631.7800.2506.0082.3379.0190.4619.900OK! Control de Fisuracin5.74522.17241.7800.2503.4621.1322.9430.68513.439OK! Control de Fisuracin2.7827.234MURO X6X 6h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.4000.2508.7291.89514.1200.3336.849OK! Control de Fisuracin5.68542.35921.4000.2506.7271.6809.1930.3336.389OK! Control de Fisuracin5.04027.57831.4000.2504.7251.2504.8250.3636.356OK! Control de Fisuracin3.75114.47441.4000.2502.7230.6051.5740.5388.447OK! Control de Fisuracin1.8164.722MURO X8X 8h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=2.00PisoL(m)t(m)PgVeMeVmVuMu16.1500.25038.34532.625243.0920.82561.483OK! Control de Fisuracin65.249486.18526.1500.25029.55128.925158.2681.00070.603OK! Control de Fisuracin57.849316.53636.1500.25020.75621.52483.0641.00068.580OK! Control de Fisuracin43.048166.12946.1500.25011.96210.42427.1021.00066.557OK! Control de Fisuracin20.84754.203MURO X13X 13h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.4000.2508.7292.02015.0550.3336.849OK! Control de Fisuracin6.06145.16521.4000.2506.7271.7919.8020.3336.389OK! Control de Fisuracin5.37429.40531.4000.2504.7251.3335.1440.3636.356OK! Control de Fisuracin3.99915.43341.4000.2502.7230.6461.6780.5388.447OK! Control de Fisuracin1.9375.035MURO X14X 14h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.2000.2507.4821.34510.0210.3335.871OK! Control de Fisuracin4.03530.06421.2000.2505.7661.1926.5240.3335.476OK! Control de Fisuracin3.57719.57331.2000.2504.0500.8873.4240.3335.082OK! Control de Fisuracin2.66210.27341.2000.2502.3340.4301.1170.4626.283OK! Control de Fisuracin1.2893.352MURO X15X 15h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.2000.2507.4821.3453.4970.4627.467OK! Control de Fisuracin4.03510.49021.2000.2505.7661.1923.1000.4627.072OK! Control de Fisuracin3.5779.30131.2000.2504.0500.8872.3070.4626.678OK! Control de Fisuracin2.6626.92141.2000.2502.3340.4301.1170.4626.283OK! Control de Fisuracin1.2893.352MURO X16X 16h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=3.00PisoL(m)t(m)PgVeMeVmVuMu11.4000.2508.7292.02015.0550.3336.849OK! Control de Fisuracin6.06145.16521.4000.2506.7271.7919.8020.3336.389OK! Control de Fisuracin5.37429.40531.4000.2504.7251.3335.1440.3636.356OK! Control de Fisuracin3.99915.43341.4000.2502.7230.6461.6780.5388.447OK! Control de Fisuracin1.9375.035MURO X17X 17h Piso =2.60m. altura de entrepisoAncho=1.000m. Ancho TributarioVm1/Ve1=2.00PisoL(m)t(m)PgVeMeVmVuMu12.1500.1509.2263.98629.7020.3336.583MAL! Control de Fisuracin7.97259.40422.1500.1507.0803.53419.3380.3936.887OK! Control de Fisuracin7.06838.67632.1500.1504.9342.63010.1490.5578.591OK! Control de Fisuracin5.26020.29842.1500.1502.7891.2743.3110.82711.709OK! Control de Fisuracin2.5476.623MURO X18 (PLACA)X 18 (placa)h Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioPisoL(m)t(m)PgVeMeVm11.2000.2508.60110.75580.1400.33329.735Diseo por C. A21.2000.2506.6639.53652.1760.33329.28931.2000.2504.7257.09627.3840.33328.84341.2000.2502.7873.4368.9350.46239.073MURO X19 (PLACA)X 19 (placa)h Piso =2.60m. altura de entrepisoAncho=0.500m. Ancho TributarioPisoL(m)t(m)PgVeMeVm11.2000.2508.60110.75580.1400.33329.735Diseo por C. A21.2000.2506.6639.53652.1760.33329.28931.2000.2504.7257.09627.3840.33328.84341.2000.2502.7873.4368.9350.46239.073MuroY 1Este Muro no cumple con la especificacion de la Norma de que L