VIVIENDA UNIFAMILIAR DE 3 PISOS EN ALBAILERIA CONFINADA

CENTRO DE RIGIDECES

Em32500Kg/cm2Ec217370.7Kg/cm2n6.69EJE Y-YMUROLONGITUD (m)espesor t(m)rigidez K (kg/m)Yr(m)K*Yr(kg)y110.10.1454133568.020.0754060017.6y22.10.144024521.9772.439779588.4y31.20.14964285.71432.7752675892.86y44.380.1417383007.853.4860492867.3y57.750.1439309341.485.93233104395115814725310112761RESUMEN:

BLOQUE 1Xcr (m)Ycr(m)2.685.692.695.682.695.68BLOQUE 2Xcr (m)Ycr(m)2.725.245.373.035.403.22

CALCULO DEL CORTANTE POR TRASLACION:ANALISIS DEL BLOQUE 1 MURO Y1

PRIMER PISOCORTANTE DE PISO (TON)28.24EJE Y-YMUROK (Kg/m) PARTICIPACIONy15413356813.2046.74%y240245220.983.47%y3964285.70.240.83%y4173830084.2415.01%y5393093419.5833.94%

CORRECION POR TORSION:EXCENTRICIDAD TEORICA Y ACCIDENTAL RESPECTIVAMENTE:

EXCENTRICIDADES POR PISO DEL BLOQUE 1 Y 2 RESPECTIVAMENTE

PISO 1 (m)0.54PISO 2 (m)0.55PISO 3 (m)0.55PISO 1 (m)0.81PISO 2 (m)0.93PISO 3 (m)1.29CORRECION POR TORSION:EXCENTRICIDAD TEORICA Y ACCIDENTAL RESPECTIVAMENTE:

ANALISIS DEL BLOQUE 1 MURO Y1:MurosKXXcrdKxdKd^2y1541335680.0752.682.60140891414366692819.27y24024521.982.432.680.25996723.695246851.21y3964285.7142.7752.680.1093861.03599136.19y417383007.93.482.680.8013947036.811190228.85y539309341.55.932.683.25127847240415802357.43MurosKYYcrdKxdKd^2X14759521.220.1255.695.5681077326501526.9147563356.94X260357142.95.885.690.1868922711280283.22108197.69X310236951.37.185.691.4868922715221243.722632349.56ANALISIS DEL 1 PISOVpiso28.24MT15.19MurosVt(Tn)PARTICIPACIONX10.4165940450.00%X20.1773218121.28%X30.2392722328.72%MurosVt(Tn)PARTICIPACIONy12.2147600849.65%y20.015668120.35%y30.001475460.03%y40.219242184.91%y52.0097105745.05%Pg.= carga acumulada con reduccin de carga viva 25%Pm= carga acumulada con carga viva al 100%CALCULO DE Pg Y PmCALCULO DE Pg (ton)Pg (Tn)piso1piso2piso3piso1 pgpiso2 pgpiso3 pgX12.7936X12.7936X12.452648.039845.246242.45264X25.9802X25.9802X22.9611414.921548.941342.96114X34.59X34.59X33.05512.2357.6453.055Y112.50778Y112.50778Y111.8829336.8984924.3907111.88293Y23.10788Y23.10788Y22.7850929.0008525.8929722.785092Y33.112448Y33.112448Y33.244729.4696166.3571683.24472Y47.457364Y47.457364Y45.99420220.9089313.4515665.994202Y57.8117Y57.8117Y57.8694523.4928515.681157.86945CALCULO DE Pm (ton)Pm(Tn)piso1piso2piso3piso1 pmpiso2 pmpiso3 pmX13.034X13.034X12.572648.639845.606242.57264X26.175X26.175X23.0586415.409049.233843.05864X35.160X35.160X33.3413.668.53.34Y114.075Y114.075Y112.6666840.8172426.7419612.66668Y23.603Y23.603Y23.03259210.2383526.6354723.032592Y33.772Y33.772Y33.5747211.1196167.3471683.57472Y48.815Y48.815Y46.67295224.3026815.4878166.672952Y58.419Y58.419Y58.173225.011616.59248.1732

AREAS TRIBUTARIAS:VERIFICACION DE FISURACIONFiguracin de los muros del eje Y en piso 1

Verificacin por sismo severo

eje y-yL(m)T(m)v'm(tn/m2)Pg(Tn)Vm(Tn)0.55Vm (Tn)Ve (Tn)y110.10.141.0008136.8984965.7536.1615.41y22.10.140.352819.0008526.263.441.00y31.20.140.333819.4696164.452.450.24y44.380.140.7578120.9089323.6112.994.46y57.750.141.0008123.4928549.3527.1411.59149.41VE65.40149.4165.40cumple

Calculo de los cortantes y momentos de diseoCALCULO DE Vu y Muprimer pisoeje x-xVm (Tn)Ve (Tn)Me (Tn-m)factor de amplificacionVu(Tn)Mu (Tn-m)X17.252.2012.843.293.006.6038.51X243.5822.79130.111.912.0045.59260.22X313.424.0823.353.293.0012.2370.0564.2464.42eje y-yVm (Tn)Ve (Tn)Me (Tn-m)factor de amplificacionVu(Tn)Mu (Tn-m)y165.7515.4187.524.273.0046.24262.55y26.261.005.966.283.002.9917.87y34.450.241.4418.793.000.714.31y423.614.4625.795.303.0013.3777.36y549.3511.5966.064.263.0034.78198.17149.4198.09