Hoja1PROPIEDADES DE MATERIALESCONCRETOLONGITUD DE MUROS EN X-XLONGITUD DE MUROS EN Y-YAREA TRIBUTARIAS X-XAREA TRIBUTARIAS Y-Y DESCRIPCIONFORMULAfactoresPARAMETRO DE DISEOMUROLONGITUDT(m)N VECESLtN (m2)MUROLONGITUDT(m)N VECESLtN (m2)MUROAREAMUROAREARESISTENCIA DE MATERIALESf'c=210kg/cm2PARAMETROVALORX15.850.1510.8775Y114.810.1512.2215X113.9082Y15.8037.95430.614DEFORMACION UNITARIA MAXIMAecu=0.003Z0.3X23.6121.083Y23.2810.492X28.90138.5377Y26.6547MODULO DE ELASTICIDADEc= 15,000(F'C)Ec=217,371kg/cm2U1.0X32.9510.4425Y31.3310.1995X37.4187Y33.2699MODULO DE POISSONv=0.15S1.4X41.2920.387Y42.6310.3945X42.38461.6539Y45.1675MODULO DE CORTEG= Ec/2.3G=94,509R3.0X54.3310.6495Y52.1510.3225X57.6583Y54.9095C2.5X62.7531.2375Y62.1010.315X65.78155.07425.3188Y64.0368ACERO DE REFUERZOX72.3410.351Y71.6420.492X71.9357Y73.37192.8964X81.8010.27Y81.5010.225X85.4553Y86.0907DESCRIPCIONfactoresX92.2010.33Y915.6112.3415X93.9784Y97.5665.45393.2421MODULO DE ELASTICIDADEs=2,000,000kg/cm2SUMA DE AREAS DE CORTE =5.628SUMA DE AREAS DE CORTE =7.0035ALBAILERIAAREA =161.81AREA =161.81ALBAILERIADENS. MIN. DE MUROS X-X =0.0348DENS. MIN. DE MUROS Y-Y =0.0433ALBAILERIARESISTENCIA AL CORTE EN MURETESv'm=8kg/cm20.0348>0.0150.0433>0.015ALBAILERIAMODULO DE CORTEGm= 0.4EmGm=0kg/cm2CORRECTOCORRECTOCORRECTOINCORRECTO

Hoja2CARGAS:MUROS DE ALBAILERIA TARRAJEADA:-0.018ton/m2.cmX14cm+0.025ton/m2.cmx3.0cm=0.327PESO PROPIO0.2-0.312ton/m2.cmX3.0mX6.0mx2.0=12.936650SOLERA3-0.288ton/m2X13.9082m2=4.01LOSA-0.0288ton/m2.cmX2x13.908m2=0.8SOBRECARGA87.5510204082-0.25ton/m2X13.91m2=3.47787.5510204082Pm=21.55

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