DISEÑO ALBAÑILERIA CONFINADA.xls

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DENDENSIDAD DE MUROSVERIFICACION DE LA DENSIDAD DE MUROSDATOSTIPO EDIFICACION ( A B)BAm =Area en planta de muros en cada direccin(m2)Ap =Area en planta de la edificacin por piso(m2)ANCHO DE MUROS DE SOGA=0.13mN =Numero de pisos de la edificacinANCHO DE MUROS DE CABEZA=0.23mAm>NPara edificios(A)Area1piso =257.67m2Ap130Area2piso =257.67m2Area3piso =257.67m2Am>NPara viviendas de 1 2 pisos(B)Area4piso =257.67m2Ap140Nmero de pisos =4PISO N1MURODIRECCION XMURODIRECCION YVERIFICACIONt=0.13t=0.23t=0.13t=0.23X-XAm=9.96m21X4.151Y8.352X2.602Y3.903X3.603Y3.45Am=0.0386521524X3.604Y3.90Ap5X2.205Y2.05OK6X7.356Y3.10N=0.02857142867X5.757Y1.751408X4.008Y8.359X4.159Y1.75Y-YAm=13.05m210X2.6010Y3.1011X3.6011Y2.0512X3.6012Y3.90Am=0.050663639513X2.2013Y3.45Ap14X5.7514Y3.90OK15Y8.35N=0.028571428616Y2.9014017Y2.90TOTALES27.2527.9023.9043.2555.1567.15PISO N2MURODIRECCION XMURODIRECCION YVERIFICACIONt=0.13t=0.23t=0.13t=0.23X-XAm=9.96m21X4.151Y8.352X2.602Y3.903X3.603Y3.45Am=0.0386521524X3.604Y3.90Ap5X2.205Y2.05OK6X7.356Y3.10N=0.02857142867X5.757Y1.751408X4.008Y8.359X4.159Y1.75Y-YAm=13.05m210X2.6010Y3.1011X3.6011Y2.0512X3.6012Y3.90Am=0.050663639513X2.2013Y3.45Ap14X5.7514Y3.90OK15Y8.35N=0.028571428616Y2.9014017Y2.90TOTALES27.2527.9023.9043.25

CARGA VERTANALISIS DE MUROS POR CARGA VERTICALAnlisis para un metro lineal de MuroDATOSPESO DE ALBAILERIA1800(Kg/m3)N DE PISOS4pisosPESO DE ALIGERADO280(Kg/m2)PESO DE ACABADOS100(Kg/m2)PESO DE CONCRETO2400(Kg/m3)ALTURA DEL MURO2.4(m)SOBRECARGA 1 NIVEL200(Kg/m2)SOBRECARGA 2 NIVEL150(Kg/m2)EN LA DIRECCION "X"ESPESORAREAPESO PROPIOPESOPESOPESOTOTALTOTALESFUERZOESFUERZOESFUERZOESFUERZOVERIFICACIONMUROtTRIBUTARIAMUROSTECHOACABADOSPARAPETOSCARGACARGAACT. PORACT. PORACTIVOADMISIBLENALIGERADODE ALIGERADOMUERTA ( Pd )VIVA ( PL )C. MUERTAC. VIVATOTALfa < Fa(m)(m2)(Kg)(Kg)(Kg)(Kg)(Kg)(Kg)fd (Kg/cm2)fL (Kg/cm2)fa (Kg/cm2)Fa (Kg/cm2)1X0.233,974.400.00.0210.604,185.000.01.820.01.8210.93OK!2X0.233,974.400.00.03,974.400.01.730.01.7310.93OK!3X0.233,974.400.00.03,974.400.01.730.01.7310.93OK!4X0.233,974.400.00.03,974.400.01.730.01.7310.93OK!5X0.132.1252,246.402,380.00850.005,476.401,593.754.211.235.448.66OK!6X0.132.1252,246.402,380.00850.00210.605,687.001,593.754.371.235.608.66OK!7X0.132.1252,246.402,380.00850.00210.605,687.001,593.754.371.235.608.66OK!8X0.130.6002,246.40672.00240.00210.603,369.00450.002.590.352.948.66OK!9X0.233,974.400.00.0210.604,185.000.01.820.01.8210.93OK!10X0.233,974.400.00.03,974.400.01.730.01.7310.93OK!11X0.233,974.400.00.03,974.400.01.730.01.7310.93OK!12X0.233,974.400.00.03,974.400.01.730.01.7310.93OK!13X0.132.1252,246.402,380.00850.005,476.401,593.754.211.235.448.66OK!14X0.132.1252,246.402,380.00850.00210.605,687.001,593.754.371.235.608.66OK!EN LA DIRECCION "Y"ESPESORAREAPESO PROPIOPESOPESOPESOTOTALTOTALESFUERZOESFUERZOESFUERZOESFUERZOVERIFICACIONMUROtTRIBUTARIAMUROSTECHOACABADOSPARAPETOSCARGACARGAACT. PORACT. PORACTIVOADMISIBLEALIGERADODE ALIGERADOMUERTA ( Pd )VIVA ( PL )C. MUERTAC. VIVATOTALfa < Fa(m)(m2)(Kg)(Kg)(Kg)(Kg)(Kg)(Kg)fd (Kg/cm2)fL (Kg/cm2)fa (Kg/cm2)Fa (Kg/cm2)1Y0.231.9003,974.402,128.00760.00210.607,073.001,425.003.080.623.6910.93OK!59,059.5511,898.7570,958.3019,205.003.692Y0.233.6003,974.404,032.001,440.009,446.402,700.004.111.175.2810.93OK!36,840.9610,530.0047,370.968,970.005.283Y0.233.6003,974.404,032.001,440.009,446.402,700.004.111.175.2810.93OK!32,590.089,315.0041,905.087,935.005.284Y0.133.6502,246.404,088.001,460.007,794.402,737.506.002.118.108.66OK!30,398.1610,676.2541,074.415,070.008.105Y0.133.6502,246.404,088.001,460.007,794.402,737.506.002.118.108.66OK!15,978.525,611.8821,590.402,665.008.106Y0.130.02,246.400.00.0210.602,457.000.01.890.01.898.66OK!7,616.700.07,616.704,030.001.897Y0.231.8253,974.402,044.00730.00210.606,959.001,368.753.030.603.6210.93OK!12,178.252,395.3114,573.564,025.003.628Y0.233.6503,974.404,088.001,460.00210.609,733.002,737.504.231.195.4210.93OK!81,270.5522,858.13104,128.6819,205.005.429Y0.231.8253,974.402,044.00730.00210.606,959.001,368.753.030.603.6210.93OK!12,178.252,395.3114,573.564,025.003.6210Y0.130.02,246.400.00.02,246.400.01.730.01.738.66OK!6,963.840.06,963.844,030.001.7311Y0.133.6502,246.404,088.001,460.007,794.402,737.506.002.118.108.66OK!15,978.525,611.8821,590.402,665.008.1012Y0.133.6502,246.404,088.001,460.007,794.402,737.506.002.118.108.66OK!30,398.1610,676.2541,074.415,070.008.1013Y0.233.6003,974.404,032.001,440.009,446.402,700.004.111.175.2810.93OK!32,590.089,315.0041,905.087,935.005.2814Y0.233.6003,974.404,032.001,440.00210.609,657.002,700.004.201.175.3710.93OK!37,662.3010,530.0048,192.308,970.005.3715Y0.231.9003,974.402,128.00760.00210.607,073.001,425.003.080.623.6910.93OK!59,059.5511,898.7570,958.3019,205.003.6916Y0.130.02,246.400.00.0210.602,457.000.01.890.01.898.66OK!7,125.300.07,125.303,770.001.8917Y0.130.02,246.400.00.0210.602,457.000.01.890.01.898.66OK!7,125.300.07,125.303,770.001.89

PESO EDIFDATOSDATOSPESO DE ALBAILERIA1800(Kg/m3)N DE PISOS4ZONA :Factor de ZonaZ =0.40Periodo Fund. Edificio : T = hn / CtT =0.17PESO DE ALIGERADO280(Kg/m2)USO :Factor de UsoU =1.00Factor de Amplif. Ssmica: C=2.5(Tp/T)1.25 Fa = 0Fa =0.00.00LONGITUD DE MUROS PORTANTES (DIRECCION "X")Altura del primer pisoh1er piso. =2.57Si : T > 0.7 ===> Fa =0.07TV de (28) y (30)1x0.232.404.153.67512.3250.09168517406.0409.92%0.000907122.8160.07%1.1300130.0033334123.44015,153.64250,821.398-7.20000.04705.90433.19613.24322102.826-491.8402102.826-27.34627.33127.33119,508.86611.11%150.1460.09%19,508.8662x0.232.402.601.3008.6750.0388827381.6164.21%0.00056876.9450.04%0.3373010.0007392583.3603,358.36822,410.648-9.57500.05212.25430.19760.2497340.481-79.637340.481-22.78322.77122.7717,722.0974.40%99.7160.06%7,722.0973x0.232.403.606.5508.6750.07220913708.7057.81%0.000787106.5390.06%0.6264160.0051533576.96023,429.08831,030.128-4.32500.01472.25430.36690.3817632.321-147.897632.321-14.24914.24214.24214,341.0268.17%120.7810.07%14,341.0264x0.232.403.606.5507.1750.07220913708.7057.81%0.000787106.5390.06%0.5181020.0051533576.96023,429.08825,664.688-4.32500.01470.75430.04110.0558211.569-49.485211.569-14.24914.24214.24213,920.2747.93%120.7810.07%13,920.2745x0.132.402.202.7004.1750.0153562915.2641.66%0.00008711.8110.01%0.0641110.0002351235.5203,335.9045,158.296-8.17500.0058-2.24570.07740.0833-133.96131.33331.333-2.9862.9842.9842,946.5961.68%14.7960.01%2,946.5966x0.132.407.3510.8754.1750.11619022058.36912.57%0.00029139.4610.02%0.4850950.0031694127.76044,889.39017,233.3980.00000.0000-2.24570.58600.5860-1013.614237.079237.0790.000-0.0000.00022,295.44812.70%39.4610.02%22,295.4487x0.132.405.754.4750.0750.08424915994.4769.11%0.00022830.8710.02%0.0063190.0010203229.20014,450.670242.190-6.40000.0093-6.34573.39263.4019-2076.783485.749485.749-6.1106.1066.10616,480.2259.39%36.9770.02%16,480.2258x0.132.404.0010.8500.0750.0487999264.2965.28%0.00015921.4750.01%0.0036600.0017212246.40024,373.440168.480-0.02500.0000-6.34571.96511.9651-1202.911281.355281.355-0.0170.0170.0179,545.6515.44%21.4920.01%9,545.6519x0.232.404.1518.07512.3250.09168517406.0409.92%0.000907122.8160.07%1.1300130.0163924123.44074,531.17850,821.3987.20000.04705.90433.19613.24322102.826-491.8402102.82627.346-27.33127.34619,508.86611.11%150.1610.09%19,508.86610x0.232.402.6020.4508.6750.0388827381.6164.21%0.00056876.9450.04%0.3373010.0116192583.36052,829.71222,410.6489.57500.05212.25430.19760.2497340.481-79.637340.48122.784-22.77122.7847,722.0974.40%99.7280.06%7,722.09711x0.232.403.6015.2008.6750.07220913708.7057.81%0.000787106.5390.06%0.6264160.0119583576.96054,369.79231,030.1284.32500.01472.25430.36690.3817632.321-147.897632.32114.249-14.24214.24914,341.0268.17%120.7880.07%14,341.02612x0.232.403.6015.2007.1750.07220913708.7057.81%0.000787106.5390.06%0.5181020.0119583576.96054,369.79225,664.6884.32500.01470.75430.04110.0558211.569-49.485211.56914.249-14.24214.24913,920.2747.93%120.7880.07%13,920.27413x0.132.402.2019.0504.1750.0153562915.2641.66%0.00008711.8110.01%0.0641110.0016611235.52023,536.6565,158.2968.17500.0058-2.24570.07740.0833-133.96131.33331.3332.986-2.9842.9862,946.5961.68%14.7970.01%2,946.59614x0.132.405.7517.2750.0750.08424915994.4769.11%0.00022830.8710.02%0.0063190.0039383229.20055,784.430242.1906.40000.0093-6.34573.39263.4019-2076.783485.749485.7496.110-6.1066.11016,480.2259.39%36.9810.02%16,480.2251y8.352.400.230.1258.2750.001825346.4160.20%0.24027032538.47218.54%0.0151000.0300348296.5601,037.07068,654.034-10.750027.76621.85430.006327.772513.143-3.07413.143-10817.02210811.05610811.056359.5600.20%43,349.52824.70%43,349.5282y3.902.400.233.67510.5000.000852161.7990.09%0.08278311210.9076.39%0.0089490.3042293875.04014,240.77240,687.920-7.20004.29154.07930.01424.305713.505-3.15913.505-2496.1762494.8002494.800175.3040.10%13,705.7077.81%13,705.7073y3.452.400.233.6755.8250.000754143.1300.08%0.0669869071.5585.17%0.0043920.2461743427.92012,597.60619,967.634-7.20003.4726-0.59570.00033.4728-1.7450.4080.408-2019.8372018.7232018.723143.5380.08%11,090.2816.32%11,090.2814y3.902.400.137.27510.5000.00015529.3530.02%0.0467916336.6003.61%0.0016230.3404022190.24015,933.99622,997.520-3.60000.60644.07930.00260.60902.450-0.5732.450-705.441705.052705.05231.8030.02%7,041.6514.01%7,041.6515y2.052.400.137.2755.1250.00008115.4290.01%0.0130911772.8091.01%0.0004170.0952351151.2808,375.5625,900.310-3.60000.1697-1.29570.00010.1698-0.4090.0960.096-197.363197.254197.25415.5250.01%1,970.0641.12%1,970.0646y3.102.400.137.2751.5500.00012323.3320.01%0.0311104213.0672.40%0.0001900.2263261740.96012,665.4842,698.488-3.60000.4032-4.87070.00290.4061-2.3250.5440.544-469.032468.774468.77423.8760.01%4,681.8402.67%4,681.8407y1.752.400.238.2257.9250.00038272.6020.04%0.0159372158.2491.23%0.0030310.1310811738.80014,301.63013,779.990-2.65000.11191.50430.00090.11282.235-0.5232.235-176.868176.770176.77074.8370.04%2,335.0191.33%2,335.0198y8.352.400.2310.8758.2750.001825346.4160.20%0.24027032538.47218.54%0.0151002.6129388296.56090,225.09068,654.0340.00000.00001.85430.00630.006313.143-3.07413.1430.003-0.0030.003359.5600.20%32,538.47618.54%32,538.4769y1.752.400.2313.5257.9250.00038272.6020.04%0.0159372158.2491.23%0.0030310.2155471738.80023,517.27013,779.9902.65000.11191.50430.00090.11282.235-0.5232.235176.868-176.771176.86874.8370.04%2,335.1171.33%2,335.11710y3.102.400.1314.4751.5500.00012323.3320.01%0.0311104213.0672.40%0.0001900.4503181740.96025,200.3962,698.4883.60000.4032-4.87070.00290.4061-2.3250.5440.544469.033-468.774469.03323.8760.01%4,682.1002.67%4,682.10011y2.052.400.1314.4755.1250.00008115.4290.01%0.0130911772.8091.01%0.0004170.1894891151.28016,664.7785,900.3103.60000.1697-1.29570.00010.1698-0.4090.0960.096197.364-197.255197.36415.5250.01%1,970.1731.12%1,970.17312y3.902.400.1314.47510.5000.00015529.3530.02%0.0467916336.6003.61%0.0016230.6772942190.24031,703.72422,997.5203.60000.60644.07930.00260.60902.450-0.5732.450705.442-705.053705.44231.8030.02%7,042.0424.01%7,042.04213y3.452.400.2318.0755.8250.000754143.1300.08%0.0669869071.5585.17%0.0043921.2107733427.92061,959.65419,967.6347.20003.4726-0.59570.00033.4728-1.7450.4080.4082019.839-2018.7252019.839143.5380.08%11,091.3976.32%11,091.39714y3.902.400.2318.07510.5000.000852161.7990.09%0.08278311210.9076.39%0.0089491.4963103875.04070,041.34840,687.9207.20004.29154.07930.01424.305713.505-3.15913.5052496.179-2494.8022496.179175.3040.10%13,707.0867.81%13,707.08615y8.352.400.2321.6258.2750.001825346.4160.20%0.24027032538.47218.54%0.0151005.1958418296.560179,413.11068,654.03410.750027.76621.85430.006327.772513.143-3.07413.14310817.028-10811.06210817.028359.5600.20%43,355.50124.70%43,355.50116y2.902.400.139.5502.8000.00011521.8260.01%0.0273683706.3482.11%0.0003220.2613681628.64015,553.5124,560.192-1.32500.0480-3.62070.00150.0496-1.6170.3780.378-151.867151.783151.78322.2050.01%3,858.1312.20%3,858.13117y2.902.400.1312.2002.8000.00011521.8260.01%0.0273683706.3482.11%0.0003220.3338941628.64019,869.4084,560.1921.32500.0480-3.62070.00150.0496-1.6170.3780.378151.868-151.784151.86822.2050.01%3,858.2162.20%3,858.2160.924569175,526.469100.00%1.296120175,526.469100.00%5.93642314.09530299,420.4801,081,141.560715,202.78491.1847104.67%119.50%S Kx/EmVxS Ky/EmVyS y.Kx/EmS x.Ky/EmS PiS Pi * xiS Pi * yiS Ji10.87

CORTEANALISIS POR CORTE Y CONFINAMIENTODATOSResistencia de la Albaileria a la compresinf'm =60(Kg/cm2)Resistencia del Concreto a la compresinf'c =210(Kg/cm2)Esfuerzo de Fluencia del Acerofy =4200(Kg/cm2)Altura de entrepisoh =2.57mX-XESPESORLONGITUDESFUERZOCORTANTEESFUERZOESF. CORT.ESF. CORT.VERIFICACIONVERIFICACIONAREA DE CONCRETOACERO EN CONFINAMIENTOSConfinamientoConfinamientoESTRIBAJEMUROtLACT. PORFINALCORTANTEADMISIBLEADMISIBLEESF. CORT.ESF. CORT.RequeridaMnimaseccinseccinAcero Horiz.Acero Vert.AceroHorizontalVerticalNC. MUERTADE DISEOACTUANTEMortero C/calMortero S/calMortero C/calMortero S/calAsumidaAsumidaViga SoleraColumnaMnimo(Vigas)(Columnas)(cm)(cm)fd (Kg/cm2)V (Kg)Va=V/(t x L)Vm (cc)Vm (sc)Va < Vm (cc)Va < Vm (sc)(cm2)(cm2)(cm2)(cm2)Ash (cm2)Asv (cm2)As min (cm2)Ash (cm2)Asv (cm2)1X23.00415.001.8219,508.872.042.131.53OK!ERROR1,211.62460.001,380.0023x606.504.036.906.906.90JKB N,MMMMMMMMMMMMMMMMMMMMMMM\2X23.00260.001.737,722.101.292.111.51OK!OK!479.59460.00690.0023x302.572.543.453.453.453X23.00245.001.739,759.871.732.111.51OK!ERROR606.15460.00690.0023x303.253.413.453.453.4523.00115.001.734,581.161.732.111.51OK!ERROR284.52460.00690.0023x301.533.413.453.453.454X23.00360.001.7313,920.271.682.111.51OK!ERROR864.53460.00920.0023x404.643.314.604.644.605X13.00220.004.212,946.601.032.561.96OK!OK!183.00260.00325.0013x250.981.151.631.631.636X13.00735.004.3722,295.452.332.591.99OK!ERROR1,384.68260.00CAMBIAR13x607.432.603.907.433.907X13.00575.004.3716,480.222.202.591.99OK!ERROR1,023.52260.00CAMBIAR13x405.492.462.605.492.608X13.00400.002.599,545.651.842.271.67OK!ERROR592.84260.00650.0013x503.182.043.253.253.259X23.00415.001.8219,508.872.042.131.53OK!ERROR1,211.62460.001,380.0023x606.504.036.906.906.9010X23.00260.001.737,722.101.292.111.51OK!OK!479.59460.00690.0023x302.572.543.453.453.4511X23.00360.001.7314,341.031.732.111.51OK!ERROR890.66460.00CAMBIAR23x304.783.413.454.783.4512X23.00360.001.7313,920.271.682.111.51OK!ERROR864.53460.00920.0023x404.643.314.604.644.6013X13.00220.004.212,946.601.032.561.96OK!OK!183.00260.00325.0013x250.981.151.631.631.6314X13.00575.004.3716,480.222.202.591.99OK!ERROR1,023.52260.00CAMBIAR13x405.492.462.605.492.60Y-Y1Y23.00835.003.0843,349.532.262.351.75OK!ERROR2,692.26460.00CAMBIAR23x6014.454.456.9014.456.902Y23.00390.004.1113,705.711.532.541.94OK!OK!851.21460.00920.0023x404.573.014.604.604.603Y23.00345.004.1111,090.281.402.541.94OK!OK!688.77460.00690.0023x303.702.753.453.703.454Y13.00390.006.007,041.651.392.882.28OK!OK!437.33260.00520.0013x402.351.552.602.602.605Y13.00205.006.001,970.060.742.882.28OK!OK!122.35260.00325.0013x250.660.821.631.631.636Y13.00310.001.894,681.841.162.141.54OK!OK!290.77260.00325.0013x251.561.291.631.631.637Y23.00175.003.032,335.020.582.341.74OK!OK!145.02460.00575.0023x250.781.142.882.882.888Y23.00835.004.2332,538.481.692.561.96OK!OK!2,020.83460.00CAMBIAR23x4010.853.344.6010.854.609Y23.00175.003.032,335.120.582.341.74OK!OK!145.02460.00690.0023x300.781.143.453.453.4510Y13.00310.001.734,682.101.162.111.51OK!OK!290.79260.00325.0013x251.561.291.631.631.6311Y13.00205.006.001,970.170.742.882.28OK!OK!122.36260.00325.0013x250.660.821.631.631.6312Y13.00390.006.007,042.041.392.882.28OK!OK!437.35260.00520.0013x402.351.552.602.602.6013Y23.00345.004.1111,091.401.402.541.94OK!OK!688.84460.00690.0023x303.702.753.453.703.4514Y23.00390.004.2013,707.091.532.561.96OK!OK!851.29460.00920.0023x404.573.014.604.604.6015Y23.00835.003.0843,355.502.262.351.75OK!ERROR2,692.63460.00CAMBIAR23x6014.454.456.9014.456.9016Y13.00290.001.893,858.131.022.141.54OK!OK!239.61260.00325.0013x251.291.141.631.631.6317Y13.00290.001.893,858.221.022.141.54OK!OK!239.62260.00325.0013x251.291.141.631.631.63

FLEXCOMPANALISIS POR FLEXOCOMPRESIONDATOSFa =8.66(Kg/cm2)Para t =13cmFa =10.93(Kg/cm2)Para t =23cmRelacin de mdulos para transformar concreto a albaileria cuando C >= 1.33f'm =60(Kg/cm2)n=Ec/Em =15000(f'c)1/2/500f'mFm =0.40 f'm24(Kg/cm2)n=7.00h muro =2.4mFy =4,200.00(Kg/cm2)f =0.9X-XESPESORLONGITUDAREAMODULOALTURAESF. CORT.MOMENTO MAXESF. RESULT.ESF. RESULT.SE DEBECALCULO DE NUEVOS VALORES PARA LOS MUROS QUE NO CUMPLEN (C