anlisis esttico con etabsMETRADO DE CARGASStoryDiaphragmMass XMass YXCMYCMCumulative XCumulative YXCCMYCCMXCRYCRkgf-s/mkgf-s/mmmkgf-s/mkgf-s/mmmmmStory1LOSA18242.338242.335.01463.94268242.338242.335.01463.9426Story2LOSA25818.635818.635.00073.96455818.635818.635.00073.9645Peso 180857.2573KgAREA=801010.71571625Peso 257080.7603KgAREA=80713.50950375Peso Total137938.0176KgVERIFICACION (P/A)FUERZA DE CORTE EN LA BASEASUMIENDO:Z=0.4(Ayacucho, Zona 3)FACTOR DE AMPLIFICACION SISMICAU=1.5(Categora A)c=2.5*Tp/Tc < 2.5S=1(Suelo rigido, S1)Tp=0.4T=alturatotalde pisos/CTCx=2.5Tx=0.3114285714Cx=3.2110091743Cy=2.5Ty=0.3114285714Cy=3.2110091743RX=7(Prticos de C.A, estructura regular)Ry=7(Muros de Albailera, estructura regular)P=137938.0176KgVx=29558.1466285714KgVy=29558.1466285714KgFUERZA SISMICA EN ALTURAFi=P*H*V/P*HPisoPeso en KgHP*HFi en XFi en Y180857.25732.6210228.8689812255.182259849112255.1822598491257080.76035.2296819.9535617302.964368722417302.9643687224507048.8225429558.146628571429558.1466285714StoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.007)mmmStory2SISMOX7Max Drift X1.80E-05585.20.000108siStory2SISMOX9Max Drift Y2.00E-0603.55.2Story2SISMOY7Max Drift X2.00E-06585.2Story2SISMOY8Max Drift Y5.20E-05103.55.2Story1SISMOX7Max Drift X9.00E-06582.60.000054siStory1SISMOX9Max Drift Y1.00E-0603.52.6Story1SISMOY7Max Drift X1.00E-06582.6Story1SISMOY8Max Drift Y4.40E-05103.52.6StoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.005)Story2SISMOY8Max Drift Y5.20E-05103.55.20.000117siStory1SISMOY8Max Drift Y4.40E-05103.52.60.000099si

anlisis dinmicoANALISIS MODALCaseModePeriodFrequencyCircular FrequencyEigenvalueseccyc/secrad/secrad/secModal10.04124.352153.007523411.2963Modal20.03627.656173.764930194.232Modal30.03429.305184.128733903.3658Modal40.01471.309448.0463200745.5256Modal50.01190.078565.9766320329.5602Modal60.007148.514933.1389870748.1881CaseModePeriodUXUYUZSum UXSum UYSum UZRXRYRZSum RXSum RYSum RZsecModal10.0414.11E-050.844204.11E-050.844200.3763.30E-050.02310.3763.30E-050.0231Modal20.0360.01330.023200.01340.867400.01020.00930.79770.38630.00930.8208Modal30.0340.76290.000200.77620.867600.00010.49630.01430.38630.50570.8351Modal40.01400.130900.77620.998500.60771.04E-060.00160.99410.50570.8367Modal50.0115.25E-060.001500.7762100.00590.00010.163210.50581Modal60.0070.22380011000.49423.65E-05111ANALISIS ESPECTRAL0.4*1*1.5*F26*9.81/8TCxSaxTCySaySa=ZUSCg/R0.012.501.8390.012.504.9050.052.501.8390.052.504.905Z=0.4(Ayacucho, Zona 3)0.12.501.8390.12.504.905U=1.5(Categora A)0.152.501.8390.152.504.905S=1(Suelo rigido, S1)0.22.501.8390.22.504.905Tp=0.40.252.501.8390.252.504.905Cx=2.5*Tp/T0.32.501.8390.32.504.905Cy=2.5*Tp/T0.352.501.8390.352.504.905RX=8(Prticos de C.A, estructura regular)0.42.501.8390.42.504.905Ry=3(Muros de Albailera, estructura regular)0.452.501.8390.452.504.9050.52.501.8390.52.504.9050.552.501.8390.552.504.9050.61.671.2260.61.673.2700.651.541.1320.651.543.0180.71.431.0510.71.432.8030.751.330.9810.751.332.6160.81.250.9200.81.252.4530.851.180.8660.851.182.3080.91.110.8180.91.112.1800.951.050.7740.951.052.06511.000.73611.001.962TCxSaxTCySay0.012.501.8390.012.504.9050.052.501.8390.052.504.9050.12.501.8390.12.504.9050.152.501.8390.152.504.9050.22.501.8390.22.504.9050.252.501.8390.252.504.9050.32.501.8390.32.504.9050.352.501.8390.352.504.9050.42.501.8390.42.504.9050.452.221.6350.452.224.3600.52.001.4720.52.003.9240.551.821.3380.551.823.5670.61.671.2260.61.673.2700.651.541.1320.651.543.0180.71.431.0510.71.432.8030.751.330.9810.751.332.6160.81.250.9200.81.252.4530.851.180.8660.851.182.3080.91.110.8180.91.112.1800.951.050.7740.951.052.06511.000.73611.001.962DISTORSIONES DE ENTREPISOStoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.007)mmm0.000108siStory2SISMOXXESP Max5Max Drift X1.80E-05505.20.000108siStory2SISMOXXESP Max8Max Drift Y2.00E-06103.55.2Story2SISMOYYESP Max7Max Drift X9.00E-06585.2Story2SISMOYYESP Max9Max Drift Y6.20E-0503.55.2Story1SISMOXXESP Max5Max Drift X9.00E-06502.60.000054siStory1SISMOXXESP Max2Max Drift Y1.00E-061082.6Story1SISMOYYESP Max7Max Drift X6.00E-06582.6Story1SISMOYYESP Max9Max Drift Y5.20E-0503.52.6StoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.005)Story2SISMOYYESP Max9Max Drift Y6.20E-0503.55.20.0001395siStory1SISMOYYESP Max9Max Drift Y5.20E-0503.52.60.000117siFUERZA CORTANTE EN LA BASEStoryLoad Case/ComboLocationPVXVYTMXMYkgfkgfkgfkgf-mkgf-mkgf-mStory2DeadTop39260000156890-196434.92Story2DeadBottom72347.6000285410.6-363908.72Story1DeadTop116832.1000462499.98-586587.63Story1DeadBottom149919.7000591020.58-754061.43Story2LiveTop800000032000-40360.42Story2LiveBottom800000032000-40360.42Story1LiveTop2400000096000-121081.25Story1LiveBottom2400000096000-121081.25Story2SISMOXXESP MaxTop013856.94174.6353331.9900Story2SISMOXXESP MaxBottom013856.94174.6353331.99454.0436028.04Story1SISMOXXESP MaxTop020819.08288.7879695.03454.0436028.04Story1SISMOXXESP MaxBottom020819.08288.7879695.031204.7987539.42Story2SISMOYYESP MaxTop0536.6736443167133.8600Story2SISMOYYESP MaxBottom0536.6736443167133.8694751.811395.35Story1SISMOYYESP MaxTop0770.2459610.85273603.994751.811395.35Story1SISMOYYESP MaxBottom0770.2459610.85273603.9245850.633397.13SISMOVe80%VeVdVd 80%VeX29558.146628571423646.517302857120819.08siY29558.146628571423646.517302857159610.85si

Hoja2METRADO DE CARGASStoryDiaphragmMass XMass YXCMYCMCumulative XCumulative YXCCMYCCMXCRYCRkgf-s/mkgf-s/mmmkgf-s/mkgf-s/mmmmmStory1LOSA18242.338242.335.01463.94268242.338242.335.01463.9426Story2LOSA25818.635818.635.00073.96455818.635818.635.00073.9645peso180857.2573peso257080.7603total137938.0176FUERZA DE CORTE EN LA BASEASUMIENDO:Z=0.4(Piura, Zona 3)U=1(Categora C)c=2.5*Tp/TS=1.2(Suelo Intermedio, S2)Tp=0.6Cx=2.5Tx=0.1485714286Cx=10.0961538462Cy=2.5Ty=0.0866666667Cy=17.3076923077RX=8(Prticos de C.A, estructura regular)Ry=3(Muros de Albailera, estructura regular)P=137938.0176KgVx=20690.70264KgVy=55175.20704KgFUERZA SISMICA EN ALTURAFi=P*H*V/P*HPisoPeso en KgHP*HFi en XFi en Y180857.25732.6210228.868988578.627581894422876.340218385257080.76035.2296819.9535612112.075058105632298.8668216151507048.8225420690.7026455175.20704StoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.007)mmmStory2sismosx6Max Drift X1.80E-05585.20.000108siStory1sismosx6Max Drift X9.00E-06582.60.000020siStoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.005)mmm0.000108siStory2sismosy11Max Drift Y5.20E-05103.55.20.000117siStory1sismosy11Max Drift Y4.40E-05103.52.60.000099sianalisis modalCaseModePeriodFrequencyCircular FrequencyEigenvalueseccyc/secrad/secrad/secModal10.04124.33152.871723369.7459Modal20.03627.618173.527530111.7986Modal30.03429.304184.125133902.0363Modal40.01471.309448.0449200744.1961Modal50.01190.078565.9745320327.0918Modal60.007148.514933.1389870748.1871CaseModePeriodUXUYUZSum UXSum UYSum UZRXRYRZSum RXSum RYSum RZsecModal10.0413.65E-050.846603.65E-050.846600.37712.94E-050.02080.37712.94E-050.0208Modal20.0360.01280.020800.01280.867500.00920.00890.80060.38630.0090.8214Modal30.0340.76340.000100.77620.867600.00010.49670.01370.38630.50570.8351Modal40.01400.130900.77620.998500.60781.04E-060.00160.99410.50570.8368Modal50.0115.25E-060.001500.7762100.00590.00010.163210.50581Modal60.0070.22380011000.49423.65E-05111analisis espectralTCxSaxTCySaySa=ZUSCg/R0.012.501.8390.012.504.9050.052.501.8390.052.504.905Z=0.4(Piura, Zona 3)0.12.501.8390.12.504.905U=1(Categora C)0.152.501.8390.152.504.905S=1.2(Suelo Intermedio, S2)0.22.501.8390.22.504.905Tp=0.60.252.501.8390.252.504.905Cx=2.5*Tp/T0.32.501.8390.32.504.905Cy=2.5*Tp/T0.352.501.8390.352.504.905RX=8(Prticos de C.A, estructura regular)0.42.501.8390.42.504.905Ry=3(Muros de Albailera, estructura regular)0.452.501.8390.452.504.9050.52.501.8390.52.504.9050.552.501.8390.552.504.9050.60.000.0000.60.000.0000.650.000.0000.650.000.0000.70.000.0000.70.000.0000.750.000.0000.750.000.0000.80.000.0000.80.000.0000.850.000.0000.850.000.0000.90.000.0000.90.000.0000.950.000.0000.950.000.00010.000.00010.000.000DISTORSIONES DE ENTREPISOStoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.007)mmmStory2sismos xx sp Max7Max Drift X1.80E-05505.20.000108siStory1sismos xx sp Max7Max Drift X9.00E-06502.60.000054siStoryLoad Case/ComboLabelItemDriftXYZDrift*0.75RCumple con la NTE E-030 (0.005)mmmStory2sismos yy sp Max10Max Drift Y6.20E-0503.55.20.0001395siStory1sismos yy sp Max10Max Drift Y5.20E-0503.52.60.000117siFUERZA CORTANTE EN LA BASEStoryLoad Case/ComboLocationPVXVYTMXMYkgfkgfkgfkgf-mkgf-mkgf-mStory1sismos xx sp MaxTop020819.72271.6979630.94427.136029.16Story1sismos xx sp MaxBottom020819.72271.6979630.941133.3987542.3Story1sismos yy sp MaxTop0724.6459710.61275071.5894907.151313.3Story1sismos yy sp MaxBottom0724.6459710.61275071.58246272.143196.51Story1sismosxTop0-20690.7090117.390-31491.4Story1sismosxBottom0-20690.7090117.390-85287.22Story1sismosyTop00-55175.21-303819.3583977.050Story1sismosyBottom00-55175.21-303819.35227432.590Story1LiveTop2400000096000-121081.25Story1LiveBottom2400000096000-121081.25Story1DeadTop116832.1000462499.98-586587.63Story1DeadBottom149919.7000591020.58-754061.43Story2sismos xx sp MaxTop013857.37164.2753292.5900Story2sismos xx sp MaxBottom013857.37164.2753292.59427.136029.16Story2sismos yy sp MaxTop0505.1236502.75168022.0100Story2sismos yy sp MaxBottom0505.1236502.75168022.0194907.151313.3Story2sismosxTop0-12112.08052863.5800Story2sismosxBottom0-12112.08052863.580-31491.4Story2sismosyTop00-32298.87-177665.9300Story2sismosyBottom00-32298.87-177665.9383977.050Story2LiveTop800000032000-40360.42Story2LiveBottom800000032000-40360.42Story2DeadTop39260000156890-196434.92Story2DeadBottom72347.6000285410.6-363908.72SISMOVe80%VeVdVd 80%VeX20690.7026416552.56211220819.72siY55175.2070444140.16563259710.61si