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 D1 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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!