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Espectro de Sismo Nte e.030 2006 y Análisis de Resultados Desde Etabs
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Espectro Inelastico Página 1 ESPECTRO DE SISMO SEGÚN NORMA E-030 2013 9806.652 Categoria Edificio A U 1.5 Zona Sísmica 3 Z 0.40 395.7896 Tipo de Suelo S3 Tp (s) 0.90 74.931 64.7374 S 1.40 18.93203 16.35652 81.068 Coeficicente de red. Concreto Armado, Porticos R 8.0 EstructReg(1),Irreg(2) 1 R a usar = 8.000 factor a escalar 1.000 T (s) C ZUCS/R Para ETABS 0.00 2.50 0.2625 Coeficiente de Cortante Basal 0.02 2.50 0.2625 C = 0.2625 0.04 2.50 0.2625 0.06 2.50 0.2625 0.08 2.50 0.2625 27223 0.10 2.50 0.2625 1.36958620689655 0.12 2.50 0.2625 0.14 2.50 0.2625 0.16 2.50 0.2625 33.18048 0.18 2.50 0.2625 0.20 2.50 0.2625 0.25 2.50 0.2625 0.30 2.50 0.2625 0.35 2.50 0.2625 0.40 2.50 0.2625 0.45 2.50 0.2625 0.50 2.50 0.2625 0.55 2.50 0.2625 0.60 2.50 0.2625 0.65 2.50 0.2625 145 0.70 2.50 0.2625 0.0061 12.10101 0.75 2.50 0.2625 0.0066 0.80 2.50 0.2625 0.85 2.50 0.2625 0.90 2.50 0.2625 0.95 2.37 0.2487 4.677193 1.00 2.25 0.2363 0.21558 0.0905142857142857 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 0.00 0.05 0.10 0.15 0.20 0.25 0.30 ESPECTRO DE SISMO NORMA E-030 2006 Sa PERIODO T ZUCS/R mica) cación Sís de Amplifi Factor C C T T x C Espectral n Aceleració xg R ZUCS S P a ( 5 . 2 ; 5 . 2 ) (
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Transcript of Espectro de Sismo Nte e.030 2006 y Análisis de Resultados Desde Etabs
Espectro InelasticoESPECTRO DE SISMO SEGN NORMA E-030 20139806.652Categoria EdificioAU1.5Zona Ssmica3Z0.40395.7896Tipo de SueloS3Tp (s)0.9074.93164.7374S1.4018.932028532316.35651871681.0679714677Coeficicente de red.Concreto Armado, PorticosR8.0EstructReg(1),Irreg(2)1Acero, Porticos Ductiles con Uniones Resistentes a MomentosR a usar =8.000Acero, Arriostres Excntricosfactor a escalar1.000Acero, Arriostres en CruzConcreto Armado, PorticosT (s)CC/RZUCS/RPara ETABSConcreto Armado, Dual0.002.500.31250.2625Coeficiente de Cortante BasalConcreto Armado, de Muros Estructurales0.022.500.31250.2625C = 0.2625Muros de Ductilidad Limitada0.042.500.31250.2625Albaileria Armada o Confinada0.062.500.31250.2625Madera (Por Esfuerzos Admisibles)0.082.500.31250.2625272230.102.500.31250.26251.36958620690.122.500.31250.26250.142.500.31250.26250.162.500.31250.262533.180480.182.500.31250.26250.202.500.31250.26250.252.500.31250.26250.302.500.31250.26250.352.500.31250.26250.402.500.31250.26250.452.500.31250.26250.502.500.31250.26250.552.500.31250.26250.602.500.31250.26250.652.500.31250.26251450.702.500.31250.26250.006112.1010101010.752.500.31250.26250.00660.802.500.31250.26250.852.500.31250.26250.902.500.31250.26250.952.370.29610.24874.67719298251.002.250.28130.23630.215580.09051428572.001.130.14060.11810.21971250.108723.000.750.09380.07889.10526315794.000.560.07030.05915.000.450.05630.04736.000.380.04690.03944.187.000.320.04020.03383.7748.000.280.03520.02959.000.250.03130.026310.000.230.02810.0236
0.254860201
Datos a ExportarSismo SeveroSismo ModeradoSismo PushoverTATATATATA00.26250.60.26250.000000.262500.000000.131250.000002.10.020.26250.650.26250.020000.262500.020000.131250.020002.10.040.26250.70.26250.040000.262500.040000.131250.040002.10.060.26250.750.26250.060000.262500.060000.131250.060002.10.080.26250.80.26250.080000.262500.080000.131250.080002.10.10.26250.850.26250.100000.262500.100000.131250.100002.10.120.26250.90.26250.120000.262500.120000.131250.120002.10.140.26250.950.24870.140000.262500.140000.131250.140002.10.160.262510.23630.160000.262500.160000.131250.160002.10.180.262520.11810.180000.262500.180000.131250.180002.10.20.262530.07880.200000.262500.200000.131250.200002.10.250.262540.05910.250000.262500.250000.131250.250002.10.30.262550.04730.300000.262500.300000.131250.300002.10.350.262560.03940.350000.262500.350000.131250.350002.10.40.262570.03380.400000.262500.400000.131250.400002.10.450.262580.02950.450000.262500.450000.131250.450002.10.50.262590.02630.500000.262500.500000.131250.500002.10.550.2625100.02360.550000.262500.550000.131250.550002.10.600000.262500.600000.131250.600002.10.650000.262500.650000.131250.650002.10.700000.262500.700000.131250.700002.195.40.750000.262500.750000.131250.750002.10.800000.262500.800000.131250.800002.1208.30.850000.262500.850000.131250.850002.10.900000.262500.900000.131250.900002.10.950000.248680.950000.124340.950001.98947368421.000000.236251.000000.118131.000001.892.000000.118132.000000.059062.000000.9453.000000.078753.000000.039383.000000.634.000000.059064.000000.029534.000000.47255.000000.047255.000000.023635.000000.3786.000000.039386.000000.019696.000000.3157.000000.033757.000000.016887.000000.278.000000.029538.000000.014778.000000.236259.000000.026259.000000.013139.000000.2110.000000.0236310.000000.0118110.000000.189
29.565119.57410.66206777591.208335504624.51920.8293291753
PARAMETROSCATEGORIA EDIFICIOFACTOR UA1.5B1.3C1.0D0.6ZONA SISMICAZ10.1520.3030.40TIPO DE SUELOTP (s)S
S10.41S20.61.2S30.91.4S41.30.9RCoef Regularestado RR3Acero, Arriostres en Cruz6.00011.00regular R2Acero, Arriostres Excntricos6.50020.75irregularR1Acero, Porticos Ductiles con Uniones Resistentes a Momentos9.500R8Albaileria Armada o Confinada3.000R6Concreto Armado, de Muros Estructurales6.000R5Concreto Armado, Dual7.000R4Concreto Armado, Porticos8.000R9Madera (Por Esfuerzos Admisibles)7.000R7Muros de Ductilidad Limitada4.000CTELEMENTOS RESISTENTES35Unicamente Porticos45Porticos y las cajas de ascensores y escaleras60Mamposteria y edificios de CA con muros de corteMaterial PredominanteDerivas Mximas Concreto Armado0.007Acero0.010Albaileria0.005Madera0.010
DerivasDERIVAS DE PISO - NTE E.030DERIVA MXIMA 0.0075.96N Pisos4N Diafragmas2Material PredominanteConcreto Armado2.98R = 8Deriva Mxima X 0.005628OKDeriva Mxima X 0.034524Verificar RigidezDeriva Mxima X 0.00153OKFactor =0.75Deriva Mxima Y0.006054OK1415.5Deriva Mxima Y0.074754Verificar RigidezDeriva Mxima Y0.005454OKPoint DriftsDeriva InelsticaStory DriftsDerivas MximasDiaphragms DriftsDerivas MximasPisoPuntoCaso CargaDesp. XDesp YDer. XDer. YDesp XDesp YDeriva XDeriva YStoryItemLoadPointXYZDriftXDriftYXYStoryItemLoadPointXYZDriftXDriftYStory125SDX Max3.80.80.0006130.00013222.84.80.0036780.000792PISO 4STORY4Max Drift XSDX2019.518120.0019460.011676PISO 2ROOFDiaph D5 XSDX154460210.000255Story125SDY Max1.12.90.0001790.0004766.617.40.0010740.002856STORY4Max Drift YSDX4018120.0004140.002484ROOFDiaph D5 YSDX11554.824210.000044Story127SDX Max3.31.50.0005420.00024519.890.0032520.00147STORY4Max Drift XSDY2019.518120.0003090.001854ROOFDiaph D5 XSDY1323.728.925210.000045Story127SDY Max13.10.0001610.000507618.60.0009660.003042STORY4Max Drift YSDY2019.518120.0047420.028452ROOFDiaph D5 YSDY10123.724210.000826Story11184SDX Max2.51.20.0005580.000261157.20.0033480.001566PISO 3STORY3Max Drift XSDX2019.51890.004210.02526PISO 1STORY4Diaph D4 XSDX19184016.80.000242Story11184SDY Max0.82.80.0001820.000624.816.80.0010920.00372256.5STORY3Max Drift YSDX301290.0008890.005334STORY4Diaph D4 YSDX410.0780.7216.80.000024Story11185SDX Max21.40.0004390.000299128.40.0026340.001794STORY3Max Drift XSDY2019.51890.0006310.003786STORY4Diaph D4 XSDY19184016.80.000025Story11185SDY Max0.73.10.0001560.0006694.218.60.0009360.004014STORY3Max Drift YSDY2019.51890.0093710.056226STORY4Diaph D4 YSDY410.0780.7216.80.000231Story11752SDX Max2.21.50.0007370.00051113.290.0044220.003066PISO 2STORY2Max Drift XSDX2019.51860.0057540.034524PISO STORY3Diaph D3 XSDX19184012.60.00022Story11752SDY Max0.830.0002590.0010094.8180.0015540.006054769.5STORY2Max Drift YSDX401860.0012060.007236STORY3Diaph D3 YSDX3231.35012.60.000054Story11753SDX Max2.81.20.0009380.00039516.87.20.0056280.00237STORY2Max Drift XSDY2019.51860.0008550.00513STORY3Diaph D3 XSDY3231.35012.60.000077Story11753SDY Max0.92.80.0002940.0009415.416.80.0017640.005646STORY2Max Drift YSDY2019.51860.0124590.074754STORY3Diaph D3 YSDY3231.35012.60.000909Story11754SDX Max1.51.20.0004980.00040297.20.0029880.002412PISO 1STORY1Max Drift XSDX16181830.0050060.030036ERROR:#VALUE!STORY2Diaph D2 XSDX2487.878.78.40.000194Story11754SDY Max0.72.80.0002220.0009454.216.80.0013320.00567STORY1Max Drift YSDX20630.0009980.005988STORY2Diaph D2 YSDX2487.878.78.40.000025Story11755SDX Max1.30.90.0004220.0002967.85.40.0025320.001776STORY1Max Drift XSDY16181830.0007210.004326STORY2Diaph D2 XSDY2487.878.78.40.000049Story11755SDY Max0.730.0002220.0009894.2180.0013320.005934STORY1Max Drift YSDY16181830.0094650.05679STORY2Diaph D2 YSDY410.0780.728.40.000172Story11764SDX Max1.510.0004920.000322960.0029520.001932PISO 0ERROR:#VALUE!BASEMENTDiaph D1 XSDX20148.0504.20.000045Story11764SDY Max0.72.80.0002210.0009494.216.80.0013260.0056940BASEMENTDiaph D1 YSDX410.0780.724.20.000006Story11765SDX Max1.30.80.0004470.0002617.84.80.0026820.0015660BASEMENTDiaph D1 XSDY20148.0504.20.000006Story11765SDY Max0.72.90.000220.0009744.217.40.001320.0058440BASEMENTDiaph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Verificacin de RCORTANTES EN MUROS Y COLUMNASCORTANTESVALORPORCENTAJECortante Total1567.9 Tn100%Cortante de Muros1523.9 Tn97%los Murosde Muros EstructuralesCortante de Columnas44.0 Tn3%las Columnasde Porticos de Concreto ArmadoMuros y ColumnasDualConclusin ..El mximo Cortante es absorbido por los MurosOBSERVACIONESNo es un Sistema DualEs un Sistema de Muros Estructurales
Cortantes de PisoCORTANTES DE PISOCortante Dinamico en la Base2592.84TnIgual a 100.00%Story ShearCortante Esttico en la Base2592.85TnAuto Seismics Loads To StoriesStoryLoadLocPVXVYTMXMYCaseTypeStoryFXFYFZMXMYMZXYZDistribucinSTORY2SDXTop0536.320402.24200SISMOXUSER_COEFFSTORY2598.54000000.750.758.5598.54STORY2SDXBottom0536.320402.2420804.483SISMOXUSER_COEFFSTORY11994.31000000.750.7572592.85STORY2SDYTop00513.84385.383002592.85STORY2SDYBottom00513.84385.383770.76602592.85STORY1SDXTop02591.6401943.730804.4832592.85STORY1SDXBottom02591.6401943.73018945.2992592.85STORY1SDYTop002592.841944.633770.76602592.85STORY1SDYBottom002592.841944.63318920.67302592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.852592.85
"LA DISTRIBUCIN DEL CORTANTE POR SISMO DINMICO SE OBTIENEPOR DIFERENCIAS DE FIN A COMIENZO DE LA TABLA"
Conclusin: No hace falta hacer la Correccin por Carga Dinmica
Factores DinmicosFACTORES DE CORRECCIN DE FUERZA DINMICAEl 80%
minimo del Cortante en la Base deber absorbido por las Columnas,
Muros o AmbosCorte Basal Esttico2592.84Cortante Basal del
EspectroFactor Cor.CORTANTE SISMICO EN LA BASE POR COEFICIENTES DE
USUARIOCorte Basal Dinmico Minimo2074.272Direccin X -
X2591.641.000000000CaseDirEccRatioEccOverridesTopStoryBotStoryCKWeightUsedBaseShearDireccin
Y -
Y2591.651.000000000SISMOXX0.05NoSTORY2BASE0.262519877.52592.84Response
Spectrum Base ReactionsANALISIS DE EFECTOS DE SEGUNDO
ORDENSpecModeDirF1F2F3M1M2M3NivelFHE
SAHEP PER: Fuerza Cortante Esttica de la Tabla "Auto Seismic Loads
To Stories"Peso por EntrepisoPeso por Encima del Nivel (Ni)Cortante
(Vi)
SAHEP PER: Cortante en la Base de la Tabla "Auto Seismic User
Coefficient"Altura (hei)Desp TotalDesp. Relativo Ni
|VixheiQSDX1U12591.640.010-0.07618945.29-1943.7220ERROR:#N/A663.78873791529213.71126208482592.845.000.00178650.001786516.460295169712964.20.001SDX2U10-0.0100.0760-0.008SDX3U11.2000-24.618-0.903Conclusin:
No se Necesita Anlisis por Efectos de Segundo Orden
P-DeltaSDXAllAll2591.6400018945.2991943.73SDY1U20.010000.076-0.008SDY2U2-0.012591.650-18945.237-0.0761943.743SDY3U2000000SDYAllAll02591.65018945.23701943.736
Factores de PMFACTORES DE PARTICIPACIN MODALMximo % de Participacin de Masa: 99.9539 %% Mximo UX99.9535% Mximo UY99.9539Perodo Fundamental T =0.311683Seg.Modal Participating Mass Ratios% Masa TraslacionalSumatoria% Masa RotacionalSumatoriaModePeriodUXUYUZSumUXSumUYSumUZRXRYRZSumRXSumRYSumRZ10.31168399.95350099.953500099.6380099.638020.311683099.9539099.953599.9539099.63710099.637199.638030.0180550.04650010099.9539000.362099.63711000
VolumenesPeso Esp. Concreto =2400Peso Esp. Albaileria =1900StoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsVolumenesArea de MuroStoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsStoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsStoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsStoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsROOFColumnFC280119170.8895.437133.08683149.6545ROOFColumnFC280119170.8895.437133.086831ROOFColumnFC280119170.8895.437133.086831ROOFColumnFC280119170.8895.437133.086831ROOFColumnFC280119170.8895.437133.086831ROOFBeamFC28059949.09895.43766.949527024.9787875ROOFBeamFC28059949.09895.43766.9495270ROOFBeamFC28059949.09895.43766.9495270ROOFBeamFC28059949.09895.43766.9495270ROOFBeamFC28059949.09895.43766.9495270ROOFWallSTEEL370624.619895.437413.9036195.06558894741300.4372596491ROOFWallSTEEL335783.162895.437374.9936ROOFWallFC280117493.192895.437131.2132ROOFWallFC280109741.672895.437122.5566ROOFWallFC28099066.952895.437110.6353ROOFWallFC28014616895.43716.32288.0964ROOFWallFC28014616895.43716.3228ROOFFloorFC280456672.85895.437510ROOFFloorFC280456672.85895.437510ROOFFloorFC280456672.85895.437510ROOFFloorFC280456672.85895.437510190.2803541667ROOFFloorFC280456672.85895.437510STORY4ColumnFC280278989.22404.361116.034674STORY4ColumnFC280278989.22404.361116.034674STORY4ColumnFC280278989.22404.361116.034674STORY4ColumnFC280278989.22404.361116.034674116.2455STORY4ColumnFC280278989.22404.361116.034674STORY4BeamFC280103000.3782404.36142.839480STORY4BeamFC280103000.3782404.36142.839480STORY4BeamFC280103000.3782404.36142.839480STORY4BeamFC280103000.3782404.36142.83948054.2107252632361.4048350877STORY4BeamFC280103000.3782404.36142.839480STORY4WallFC280358858.172404.361149.253STORY4WallFC280347006.882404.361144.3239STORY4WallFC280325687.682404.361135.457STORY4WallSTEEL1086356.7862404.361451.82768.0964STORY4WallSTEEL1016772.5732404.361422.8868STORY4FloorFC2801226224.2472404.361510STORY4FloorFC2801226224.2472404.361510STORY4FloorFC2801226224.2472404.361510STORY4WallFC28047339.552404.36119.68919.7248125STORY4WallFC28047339.552404.36119.689STORY3ColumnFC280278989.22348.495118.794974STORY3ColumnFC280278989.22348.495118.794974STORY3ColumnFC280278989.22348.495118.794974STORY4FloorFC2801226224.2472404.361510510.9267695833STORY4FloorFC2801226224.2472404.361510STORY3BeamFC280103000.3782348.49543.858480STORY3BeamFC280103000.3782348.49543.858480STORY3BeamFC280103000.3782348.49543.858480STORY3ColumnFC280278989.22348.495118.794974146.8364210526978.9094736842STORY3ColumnFC280278989.22348.495118.794974STORY3WallFC280358858.172348.495152.8035STORY3WallFC280347006.882348.495147.7572STORY3WallFC280325687.682348.495138.6793STORY3BeamFC280103000.3782348.49543.8584808.0964STORY3BeamFC280103000.3782348.49543.858480STORY3FloorFC2801197732.2742348.495510STORY3FloorFC2801197732.2742348.495510STORY3FloorFC2801197732.2742348.495510STORY3WallSTEEL1086356.7862348.495462.5758452.6486608333STORY3WallSTEEL1016772.5732348.495432.9465STORY2ColumnFC280278989.22339.496119.251874STORY2ColumnFC280278989.22339.496119.251874STORY2ColumnFC280278989.22339.496119.251874STORY3WallFC28047339.552348.49520.157419.7248125STORY3WallFC28047339.552348.49520.1574STORY2BeamFC280106185.6982339.49645.3883500STORY2BeamFC280106185.6982339.49645.3883500STORY2BeamFC280106185.6982339.49645.3883500STORY3FloorFC2801197732.2742348.495510630.38540736844202.5693824561STORY3FloorFC2801197732.2742348.495510STORY2WallFC280358858.172339.496153.3912STORY2WallFC280347006.882339.496148.3255STORY2WallFC280325687.682339.496139.2127STORY2ColumnFC280278989.22339.496119.2518748.0964STORY2ColumnFC280278989.22339.496119.251874STORY2FloorFC2801193143.0392339.496510STORY2FloorFC2801193143.0392339.496510STORY2FloorFC2801193143.0392339.496510STORY2BeamFC280106185.6982339.49645.388350044.2440408333STORY2BeamFC280106185.6982339.49645.3883500BASEMENTColumnFC280278989.22066.572135.001148BASEMENTColumnFC280278989.22066.572135.001148BASEMENTColumnFC280278989.22066.572135.001148STORY2WallSTEEL1086356.7862339.496464.355452.6486608333STORY2WallSTEEL1016772.5732339.496434.6118BASEMENTBeamFC280113691.2412066.57255.0144520BASEMENTBeamFC280113691.2412066.57255.0144520BASEMENTBeamFC280113691.2412066.57255.0144520STORY2WallFC28047339.552339.49620.234924.9155526316166.1036842105STORY2WallFC28047339.552339.49620.2349BASEMENTWallFC280358858.172066.572173.649BASEMENTWallFC280347006.882066.572167.9143BASEMENTWallFC280325687.682066.572157.598STORY2FloorFC2801193143.0392339.4965108.0964STORY2FloorFC2801193143.0392339.496510BASEMENTFloorFC2801053951.6392066.572510BASEMENTFloorFC2801053951.6392066.572510BASEMENTFloorFC2801053951.6392066.572510BASEMENTColumnFC280278989.22066.572135.001148116.2455BASEMENTColumnFC280278989.22066.572135.001148SUMColumnFC2801235127.610054.361122.845401SUMColumnFC2801235127.610054.361122.845401SUMColumnFC2801235127.610054.361122.845401BASEMENTBeamFC280113691.2412066.57255.014452047.3713504167BASEMENTBeamFC280113691.2412066.57255.0144520SUMBeamFC280485826.78610054.36148.322250SUMBeamFC280485826.78610054.36148.322250SUMBeamFC280485826.78610054.36148.322250BASEMENTWallSTEEL1086356.7862066.572525.6806571.7667294737BASEMENTWallSTEEL1086356.7862066.572525.6806SUMWallFC2801552925.87110054.361154.453SUMWallFC2801497769.19110054.361148.9671SUMWallFC2801401817.67110054.361139.4238BASEMENTWallFC28047339.552066.57222.9073BASEMENTWallFC28047339.552066.57222.9073SUMFloorFC2805127724.04910054.361510SUMFloorFC2805127724.04910054.361510SUMFloorFC2805127724.04910054.361510BASEMENTFloorFC2801053951.6392066.572510BASEMENTFloorFC2801053951.6392066.572510TOTALAllAll8401604.30610054.361835.61796260TOTALAllAll8346447.62610054.361830.13216260TOTALAllAll8250496.10610054.361820.58886260SUMColumnFC2801235127.610054.361122.845401SUMColumnFC2801235127.610054.361122.845401SUMBeamFC280485826.78610054.36148.322250SUMBeamFC280485826.78610054.36148.322250SUMWallSTEEL4716051.76310054.361469.0554Volumen de Columnas756.5523683333m3SUMWallSTEEL4472457.66910054.361444.8276SUMWallFC280203974.210054.36120.2871Volumen de Vigas1124.5245304167m3SUMWallFC280203974.210054.36120.2871SUMFloorFC2805127724.04910054.361510Volumen de Losa40.482m3SUMFloorFC2805127724.04910054.361510TOTALAllAll11768704.39810054.3611170.50756260Numero de Ladrillos para Techo885.1895325uTOTALAllAll11525110.30410054.3611146.27986260Area Total de Muro7009.4246350877m2Numero de Ladrillos para Muro286054.6uVolumen de Mortero para Muro14.3805355813m3StoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsSTORY11WallCONCRETO42048.09633.51.4357STORY11FloorCONCRETO42016.0833.50.48STORY10ColumnCONCRETO42034.608509.460.067910STORY10BeamCONCRETO42075.81509.460.1488470STORY10WallCONCRETO420204.624509.460.4016STORY10FloorCONCRETO420177.512509.460.3484STORY9ColumnCONCRETO42034.608503.320.068810STORY9BeamCONCRETO42075.81503.320.1506470STORY9WallCONCRETO420204.624503.320.4065STORY9FloorCONCRETO420175.67503.320.349STORY8ColumnCONCRETO42034.608503.320.068810STORY8BeamCONCRETO42075.81503.320.1506470STORY8WallCONCRETO420204.624503.320.4065STORY8FloorCONCRETO420175.67503.320.349STORY7ColumnCONCRETO42041.16503.320.081810STORY7BeamCONCRETO42090.367503.320.1795470STORY7WallCONCRETO420204.624503.320.4065STORY7FloorCONCRETO420175.67503.320.349STORY6ColumnCONCRETO42041.16503.320.081810STORY6BeamCONCRETO42090.367503.320.1795470STORY6WallCONCRETO420204.624503.320.4065STORY6FloorCONCRETO420175.67503.320.349STORY5ColumnCONCRETO42041.16503.320.081810STORY5BeamCONCRETO42090.367503.320.1795470STORY5WallCONCRETO420204.624503.320.4065STORY5FloorCONCRETO420175.67503.320.349STORY4ColumnCONCRETO42041.16503.320.081810STORY4BeamCONCRETO42090.367503.320.1795470STORY4WallCONCRETO420204.624503.320.4065STORY4FloorCONCRETO420175.67503.320.349STORY3ColumnCONCRETO42048.72503.320.096810STORY3BeamCONCRETO42089.762503.320.1783470STORY3WallCONCRETO420204.624503.320.4065STORY3FloorCONCRETO420175.67503.320.349STORY2ColumnCONCRETO42048.72503.320.096810STORY2BeamCONCRETO42089.762503.320.1783470STORY2WallCONCRETO420204.624503.320.4065STORY2FloorCONCRETO420175.67503.320.349STORY1ColumnCONCRETO42069.6503.320.138310STORY1BeamCONCRETO42089.762503.320.1783470STORY1WallCONCRETO420292.32503.320.5808STORY1FloorCONCRETO420175.67503.320.349SUMColumnCONCRETO420435.5045072.840.0859100627.352SUMBeamCONCRETO420858.1865072.840.16924700216.4276SUMWallCONCRETO4202182.0325072.840.4301125.83SUMFloorCONCRETO4201774.625072.840.3498969.6096TOTALAllAll5250.3425072.841.0355700
Graficas de CortantesAuto Seismic Loads To StoriesStory Shears Dir. XStory Shears Dir. YPisoCaseTypeStoryFXFYFZMXMYMZXYZStoryLoadLocPVXVYTMXMY1951.10StoryLoadLocPVXVYTMXMY1951.11011SISMOXUSER_COEFFSTORY1126.020000-312.2610038.526.022438.870STORY1SDXTop01951.10.1825643.5610.56639429.7961951.11STORY1SDYTop00.181951.1125486.75439755.1920.5531951.11110SISMOXUSER_COEFFSTORY10287.040000-292.6711.91236.5313.062438.871STORY1SDXBottom01951.10.1825643.5610.32448961.8651911.441STORY1SDYBottom00.181951.1125486.75449245.6480.3721911.1819SISMOXUSER_COEFFSTORY9391.170000-370.97311.91233704.232369.471STORY2SDXTop01911.440.3625065.4920.71332912.8851911.442STORY2SDYTop00.321911.1824903.80133270.5240.5761911.1828SISMOXUSER_COEFFSTORY8349.680000-331.62711.91229.51053.912369.472STORY2SDXBottom01911.440.3625065.4920.56639429.7961837.662STORY2SDYBottom00.321911.1824903.80139755.1920.5531839.327SISMOXUSER_COEFFSTORY7323.150000-302.67911.912261377.062259.892STORY3SDXTop01837.660.3224039.4940.61626645.3561837.663STORY3SDYTop00.221839.323904.13727026.6080.4651839.336SISMOXUSER_COEFFSTORY6287.690000-264.98111.91222.51664.752259.893STORY3SDXBottom01837.660.3224039.4940.71332912.8851726.723STORY3SDYBottom00.221839.323904.13733270.5240.5761732.435SISMOXUSER_COEFFSTORY5242.940000-223.76111.912191907.692105.883STORY4SDXTop01726.720.3122538.7260.61820746.2561726.724STORY4SDYTop00.281732.422459.22421132.1570.621732.444SISMOXUSER_COEFFSTORY4198.190000-182.54211.91215.52105.882105.884STORY4SDXBottom01726.720.3122538.7260.61626645.3561579.034STORY4SDYBottom00.281732.422459.22427026.6080.4651590.5143SISMOXUSER_COEFFSTORY3154.010000-142.02911.912122259.891907.694STORY5SDXTop01579.030.2820571.50.49415338.3091579.035STORY5SDYTop00.31590.5120574.39915702.0940.6091590.5152SISMOXUSER_COEFFSTORY2109.580000-101.19911.9128.52369.471907.695STORY5SDXBottom01579.030.2820571.50.61820746.2561394.445STORY5SDYBottom00.31590.5120574.39921132.1570.621412.7351SISMOXUSER_COEFFSTORY169.40000-61.50311.91252438.871664.755STORY6SDXTop01394.440.2518137.2840.58810547.3211394.446STORY6SDYTop00.281412.7318239.60810859.3570.5271412.73601664.756STORY6SDXBottom01394.440.2518137.2840.49415338.3091172.846STORY6SDYBottom00.281412.7318239.60815702.0940.6091197.12601377.066STORY7SDXTop01172.840.2115234.4390.2566501.9421172.847STORY7SDYTop00.181197.1215431.0926736.7790.3171197.12701377.067STORY7SDXBottom01172.840.2115234.4390.58810547.321919.587STORY7SDYBottom00.181197.1215431.09210859.3570.527947.16701053.917STORY8SDXTop0919.580.1111928.1270.2863315.477919.588STORY8SDYTop00.16947.1612188.5073458.1950.359947.16801053.918STORY8SDXBottom0919.580.1111928.1270.2566501.942636.148STORY8SDYBottom00.16947.1612188.5076736.7790.317661.680704.238STORY9SDXTop0636.140.238239.1110.5291100.477636.149STORY9SDYTop00.13661.68499.1381155.8440.276661.690704.239STORY9SDXBottom0636.140.238239.1110.2863315.477299.389STORY9SDYBottom00.13661.68499.1383458.1950.359314.5990313.069STORY10SDXTop0299.380.143870.9920.04253.103299.3810STORY10SDYTop00.07314.594034.06554.9780.045314.59100313.0610STORY10SDXBottom0299.380.143870.9920.5291100.47726.5510STORY10SDYBottom00.07314.594034.0651155.8440.27627.4910026.0210STORY11SDXTop026.550.02318.6120026.5511STORY11SDYTop00.0227.49327.110027.4911026.0211STORY11SDXBottom026.550.02318.6120.04253.103011STORY11SDYBottom00.0227.49327.1154.9780.0450110011 0 0 ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!0ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!ERROR:#VALUE!
