License #*1RWWCDYHRD8D7DGEJEMPLO BASE1 V64SAFE Analysis & Design ReportPrepared byCCIAModel Name: CimientoSecMod1.fdb24 octubre 2015 CCIA Page of CimientoSecMod1.fdb SAFE 2014 v14.1.1 - License #*1RWWCDYHRD8D7DG 24 octubre 2015ContentsModel Definition 11. Model geometry 1 1.1. Connectivity 12. Model properties 1 2.1. Material properties 1 2.2. Section properties 1 2.3. Support properties 13. Model assignments 1 3.1. Slab assignments 1 3.2. Support assignments 14. Model loading 1 4.1. Load patterns 1 4.2. Load cases 1 4.3. Load combinations 1Analysis Results 15. Analysis results 1 5.1. Support results 1 5.2. Structure results 1Design 16. Design summary 1 6.1. Preferences 1 6.2. Overwrites 1 6.3. Slab design 1 6.4. Beam design 1 6.5. Punching check/design 1List of FiguresFigure 1: Finite element model 1Figure 2: Deformed shape 1Figure 3: Finite element model 1List of TablesTable 1: Concrete Slab Design Summary 02 - Span Definition Data 1Table 2: Material Properties 03 - Concrete 1Table 3: Material Properties 04 - Rebar 1Table 4: Material Properties 05 - Tendon 1Table 5: Slab Properties 02 - Solid Slabs, Part 1 of 2 1Table 5: Slab Properties 02 - Solid Slabs, Part 2 of 2 1Table 6: Beam Properties 02 - Rectangular Beam 1Table 7: Beam Properties 06 - Design Data 1Table 8: Column Properties 02 - Rectangular 1Table 9: Wall Properties 1Table 10: Soil Properties 1Table 11: Spring Properties - Point 1Table 12: Spring Properties - Line 1Table 13: Slab Property Assignments 1Table 14: Soil Property Assignments 1Table 15: Point Restraint Assignments 1Table 16: Load Patterns 1Table 17: Load Assignments - Point Loads, Part 1 of 2 1Table 17: Load Assignments - Point Loads, Part 2 of 2 1Table 18: Load Cases 02 - Static 1Table 19: Load Cases 06 - Loads Applied 1Table 20: Load Combinations 1Table 21: Soil Pressures - Summary 1Table 22: Nodal Reactions 1Table 23: Sum Of Reactions, Part 1 of 2 1Table 23: Sum Of Reactions, Part 2 of 2 1Table 24: Nodal Displacements - Summary, Part 1 of 2 1Table 24: Nodal Displacements - Summary, Part 2 of 2 1Table 25: Design Preferences 01 - Resistance Factors 1Table 26: Design Preferences 02 - Rebar Cover - Slabs 1Table 27: Design Preferences 03 - Rebar Cover - Beams 1Table 28: Design Preferences 04 - Prestress Data 1Table 29: Slab Design Overwrites 01 - Strip Based 1Table 30: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 1Table 30: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 1Table 31: Punching Shear Design Overwrites 01 - General 1Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3 1Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3 1Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3 1Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3 1Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3 1Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3 1Model DefinitionFigure 1: Finite element model1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.1.1. ConnectivityTable 1: Concrete Slab Design Summary 02 - Span Definition DataTable 1: Concrete Slab Design Summary 02 - Span Definition DataStripSpanIDSpanLengthStartDistGlobalX1GlobalY1GlobalX2GlobalY2mmmmmmCSA1Span 11.500000.00000-0.750005.500000.750005.50000CSA2Span 12.000000.00000-1.000009.970001.000009.97000CSA3Span 12.000000.000002.225009.970004.225009.97000CSA4Span 12.000000.000006.000009.970008.000009.97000CSA5Span 11.500000.00000-0.7500021.620000.7500021.62000CSA6Span 11.500000.000002.4750021.620003.9750021.62000CSA7Span 11.500000.000006.2500021.620007.7500021.62000CSA8Span 11.500000.00000-0.7500017.420000.7500017.42000CSA9Span 11.500000.000002.4750017.420003.9750017.42000CSB1Span 11.500000.000000.0000012.945000.0000014.44500CSB2Span 11.500000.000007.0000012.945007.0000014.44500CSA10Span 11.500000.000006.2500017.420007.7500017.42000CSA11Span 11.500000.00000-0.7500013.695000.7500013.69500CSA12Span 11.500000.000006.2500013.695007.7500013.69500CSA13Span 11.500000.000002.475005.500003.975005.50000CSA14Span 11.500000.000006.250005.500007.750005.500002. Model propertiesThis section provides model properties, including items such as material properties, section properties, and support properties.2.1. Material propertiesTable 2: Material Properties 03 - ConcreteTable 2: Material Properties 03 - ConcreteMaterialEUAUnitWtFcLtWtConckgf/cm21/CTonf/m3kgf/cm2CSAC30271930.900.2000009.9000E-062.4028E+00305.91Nofc 210217370.650.2000009.9000E-062.4000E+00210.00NoMAT132500.000.2500009.9000E-060.0000E+000.00NoMAT2218819.780.2000009.9000E-062.4000E+00281.23NoMAT3218819.780.2000009.9000E-062.4000E+00280.42NoTable 3: Material Properties 04 - RebarTable 3: Material Properties 04 - RebarMaterialEUnitWtFyFukgf/cm2Tonf/m3kgf/cm2kgf/cm2A615Gr602039432.387.8490E+004078.865098.58CSA-G30.18Gr4002039432.387.8490E+004078.865098.58Table 4: Material Properties 05 - TendonTable 4: Material Properties 05 - TendonMaterialEUnitWtFyFukgf/cm2Tonf/m3kgf/cm2kgf/cm2A416MGr1862003748.437.8490E+0017233.2018966.722.2. Section propertiesTable 5: Slab Properties 02 - Solid SlabsTable 5: Slab Properties 02 - Solid SlabsSlabTypeMatPropThicknessOrthomCol_StiffStiffMAT30.600000NoSLAB1SlabCSAC300.200000NoZapata60Footingfc 2100.600000NoTable 6: Beam Properties 02 - Rectangular BeamTable 6: Beam Properties 02 - Rectangular BeamBeamMatPropDepthWidthTopWidthBotmmmBEAM1CSAC300.6000000.3000000.300000Muro13-WMAT12.8500000.1300000.130000Muro23-WMAT12.8500000.2300000.230000Table 7: Beam Properties 06 - Design DataTable 7: Beam Properties 06 - Design DataBeamMatRebarLMatRebarSFlngWOptCoverTopCoverBotNoDesignmmBEAM1CSA-G30.18Gr400CSA-G30.18Gr400Analysis Property0.0750000.075000NoMuro13-WCSA-G30.18Gr400CSA-G30.18Gr400Analysis Property0.2850000.285000YesMuro23-WCSA-G30.18Gr400CSA-G30.18Gr400Analysis Property0.2850000.285000YesTable 8: Column Properties 02 - RectangularTable 8: Column Properties 02 - RectangularColumnMatPropSecDim2SecDim3AutoRigidAutoDropIncludeCapmmCOL1CSAC300.6000000.300000NoNoNoTable 9: Wall PropertiesTable 9: Wall PropertiesWallMatPropThicknessAutoRigidOutOfPlanemWALL1CSAC300.300000NoYes2.3. Support propertiesTable 10: Soil PropertiesTable 10: Soil PropertiesSoilSubgradeTonf/m3Suelo1.12.3800E+03Table 11: Spring Properties - PointTable 11: Spring Properties - PointSpringUxUyUzRxRyRzNonlinOptTonf/mTonf/mTonf/mTonf-m/radTonf-m/radTonf-m/radPSPR10.0000.0000.1020.000000.000000.00000None (Linear)Table 12: Spring Properties - LineTable 12: Spring Properties - LineSpringVertStiffRotStiffNonlinOptTonf/m/mTonf/radLSPR1101.970.00010None (Linear)3. Model assignmentsThis section provides model assignments, including assignments to slabs, beams, and joints.3.1. Slab assignmentsTable 13: Slab Property AssignmentsTable 13: Slab Property AssignmentsAreaSlabPropF1Zapata60F5Zapata60F6Zapata60F10Zapata60F11Zapata60F12Zapata60F13Zapata60F14Zapata60F15Zapata60F16Zapata60F17Zapata60F18Zapata60F19Zapata60F20Zapata60F21Zapata60F22Zapata60F23Zapata603.2. Support assignmentsTable 14: Soil Property AssignmentsTable 14: Soil Property AssignmentsAreaSoilPropF1Suelo1.1F5Suelo1.1F6Suelo1.1F10Suelo1.1F11Suelo1.1F12Suelo1.1F13Suelo1.1F14Suelo1.1F15Suelo1.1F16Suelo1.1F17Suelo1.1F18Suelo1.1F19Suelo1.1F20Suelo1.1F21Suelo1.1F22Suelo1.1F23Suelo1.1Table 15: Point Restraint AssignmentsTable 15: Point Restraint AssignmentsPointUxUyUzRxRyRz5YesYesNoNoNoNo7YesYesNoNoNoNo9YesYesNoNoNoNo11YesYesNoNoNoNo13YesYesNoNoNoNo15YesYesNoNoNoNo29YesYesNoNoNoNo33YesYesNoNoNoNo37YesYesNoNoNoNo39YesYesNoNoNoNo53YesYesNoNoNoNo54YesYesNoNoNoNo55YesYesNoNoNoNo56YesYesNoNoNoNo57YesYesNoNoNoNo58YesYesNoNoNoNo59YesYesNoNoNoNo60YesYesNoNoNoNo61YesYesNoNoNoNo62YesYesNoNoNoNo63YesYesNoNoNoNo64YesYesNoNoNoNo65YesYesNoNoNoNo66YesYesNoNoNoNo67YesYesNoNoNoNo68YesYesNoNoNoNo69YesYesNoNoNoNo70YesYesNoNoNoNo71YesYesNoNoNoNo72YesYesNoNoNoNo73YesYesNoNoNoNo74YesYesNoNoNoNo75YesYesNoNoNoNo76YesYesNoNoNoNo77YesYesNoNoNoNo78YesYesNoNoNoNo79YesYesNoNoNoNo80YesYesNoNoNoNo81YesYesNoNoNoNo82YesYesNoNoNoNo83YesYesNoNoNoNo84YesYesNoNoNoNo85YesYesNoNoNoNo86YesYesNoNoNoNo87YesYesNoNoNoNo88YesYesNoNoNoNo89YesYesNoNoNoNo90YesYesNoNoNoNo91YesYesNoNoNoNo92YesYesNoNoNoNo93YesYesNoNoNoNo94YesYesNoNoNoNo95YesYesNoNoNoNo96YesYesNoNoNoNo97YesYesNoNoNoNo98YesYesNoNoNoNo99YesYesNoNoNoNo100YesYesNoNoNoNo101YesYesNoNoNoNo102YesYesNoNoNoNo103YesYesNoNoNoNo104YesYesNoNoNoNo105YesYesNoNoNoNo106YesYesNoNoNoNo107YesYesNoNoNoNo108YesYesNoNoNoNo109YesYesNoNoNoNo110YesYesNoNoNoNo111YesYesNoNoNoNo112YesYesNoNoNoNo113YesYesNoNoNoNo114YesYesNoNoNoNo115YesYesNoNoNoNo116YesYesNoNoNoNo117YesYesNoNoNoNo118YesYesNoNoNoNo119YesYesNoNoNoNo120YesYesNoNoNoNo121YesYesNoNoNoNo122YesYesNoNoNoNo123YesYesNoNoNoNo124YesYesNoNoNoNo125YesYesNoNoNoNoP172YesYesNoNoNoNoP173YesYesNoNoNoNoP174YesYesNoNoNoNoP175YesYesNoNoNoNoP176YesYesNoNoNoNoP177YesYesNoNoNoNoP178YesYesNoNoNoNoP179YesYesNoNoNoNoP180YesYesNoNoNoNoP181YesYesNoNoNoNoP183YesYesNoNoNoNoP184YesYesNoNoNoNoP185YesYesNoNoNoNoP186YesYesNoNoNoNoP188YesYesNoNoNoNoP189YesYesNoNoNoNoP190YesYesNoNoNoNoP191YesYesNoNoNoNoP192YesYesNoNoNoNoP193YesYesNoNoNoNoP194YesYesNoNoNoNo4. Model loadingThis section provides model loading information, including load patterns, load cases, and load combinations.4.1. Load patternsTable 16: Load PatternsTable 16: Load PatternsLoadPatTypeSelfWtMultCMDEAD1.000000CVLIVE0.000000CM_ABOVEDEAD0.000000CV_ABOVELIVE0.000000Table 17: Load Assignments - Point Loads, Part 1 of 2Table 17: Load Assignments - Point Loads, Part 1 of 2PointLoadPatFxFyFgravTonfTonfTonf5CM_ABOVE-0.3809-0.02336.10815CV_ABOVE-0.10680.01471.48137CM_ABOVE-1.0594-0.099313.23667CV_ABOVE-0.3305-0.08373.81119CM_ABOVE-1.16500.01219.52789CV_ABOVE-0.87430.00344.105011CM_ABOVE-0.46120.08645.436111CV_ABOVE-0.22510.05881.575213CM_ABOVE-0.2869-0.00606.855613CV_ABOVE-0.2368-0.00152.710915CM_ABOVE-0.76510.009110.437115CV_ABOVE-0.1686-0.00772.464429CM_ABOVE0.0934-0.022113.311029CV_ABOVE0.04820.00965.460433CM_ABOVE0.79340.009113.612133CV_ABOVE0.58950.00226.937037CM_ABOVE0.0019-0.006312.385337CV_ABOVE0.0084-0.00116.502039CM_ABOVE0.9815-0.005815.449639CV_ABOVE0.2952-0.01345.105359CM_ABOVE0.3824-0.01257.919759CV_ABOVE0.13530.02212.986262CM_ABOVE0.0062-0.179416.865662CV_ABOVE0.0320-0.14155.738468CM_ABOVE0.1022-0.12457.955168CV_ABOVE0.0495-0.01663.172671CM_ABOVE-0.01830.03258.471071CV_ABOVE-0.01560.00204.112974CM_ABOVE-0.02450.199613.494874CV_ABOVE0.02400.02853.4932P172CM_ABOVE-0.2071-0.00712.8949P172CV_ABOVE-0.08600.00600.7986P173CM_ABOVE0.0427-0.00573.2899P173CV_ABOVE0.01060.00771.0552P174CM_ABOVE-0.6546-0.04295.8695P174CV_ABOVE-0.2165-0.03531.7589P175CM_ABOVE-0.2445-0.05356.4333P175CV_ABOVE-0.0817-0.04282.0501P176CM_ABOVE0.1167-0.04896.1170P176CV_ABOVE0.0686-0.03882.0750P177CM_ABOVE0.3050-0.04156.2453P177CV_ABOVE0.1054-0.03312.1729P178CM_ABOVE0.6765-0.03366.2162P178CV_ABOVE0.2412-0.02712.2450P179CM_ABOVE-0.26200.03272.7162P179CV_ABOVE-0.18180.02250.9156P180CM_ABOVE-0.00490.03162.9951P180CV_ABOVE-0.03940.02251.1359P181CM_ABOVE0.04420.02152.8394P181CV_ABOVE0.03230.01581.1682P183CM_ABOVE0.20270.02363.2273P183CV_ABOVE0.12710.01641.3840P184CM_ABOVE-0.40210.00274.6074P184CV_ABOVE-0.0703-0.00271.0988P185CM_ABOVE-0.08030.00264.9022P185CV_ABOVE0.0108-0.00271.2158P186CM_ABOVE-0.05120.00204.7862P186CV_ABOVE-0.0034-0.00251.2888P188CM_ABOVE0.4375-0.00135.3263P188CV_ABOVE0.1142-0.00391.6086P189CM_ABOVE-0.00120.15972.0191P189CV_ABOVE-0.00110.14090.7301P190CM_ABOVE-6.016E-0040.02481.8796P190CV_ABOVE-4.732E-0040.06930.4927P191CM_ABOVE6.093E-004-0.10222.1511P191CV_ABOVE4.880E-004-0.02650.4995P192CM_ABOVE0.00130.14561.4560P192CV_ABOVE6.972E-0040.11130.4605P193CM_ABOVE-1.949E-0040.11131.4916P193CV_ABOVE-3.427E-0040.04960.4549P194CM_ABOVE-9.799E-004-0.09721.7267P194CV_ABOVE-9.284E-004-0.11190.6429Table 17: Load Assignments - Point Loads, Part 2 of 2Table 17: Load Assignments - Point Loads, Part 2 of 2PointMxMyMzXDimYDimTonf-mTonf-mTonf-mmm50.02836-0.036810.006760.3000000.2500005-0.00442-0.008280.005850.3000000.2500007-0.02198-0.15156-0.072250.3000000.2500007-0.00261-0.04678-0.051710.3000000.2500009-0.01328-1.082692.226E-0050.3000000.2500009-0.00314-0.812994.230E-0050.3000000.250000110.01308-0.059790.059400.3000000.250000110.01037-0.033790.040170.3000000.250000130.00372-0.261962.226E-0050.3000000.250000130.00148-0.217404.230E-0050.3000000.25000015-0.04144-0.10567-0.019840.3000000.250000150.00190-0.02166-0.003080.3000000.250000290.018710.093962.226E-0050.3000000.25000029-0.009240.049814.230E-0050.3000000.25000033-0.010540.748112.226E-0050.3000000.25000033-0.002290.555444.230E-0050.3000000.250000370.003850.007962.226E-0050.3000000.250000370.000850.011764.230E-0050.3000000.25000039-0.022690.152290.014790.3000000.250000390.007900.048650.002120.3000000.250000590.002600.042530.004200.2500000.25000059-0.031220.019260.007380.2500000.250000620.356710.00966-0.007000.2500000.250000620.271850.00958-0.004580.2500000.25000068-0.137470.022530.017120.2500000.25000068-0.101680.013530.011910.2500000.25000071-0.00722-0.029230.001460.2500000.25000071-0.00014-0.024320.000670.2500000.25000074-0.000290.00593-0.011070.2500000.250000740.006810.00879-0.004150.2500000.250000P1720.00473-0.012190.010080.0000000.000000P172-0.00541-0.004830.011240.0000000.000000P1730.004120.005560.008670.0000000.000000P173-0.006560.003090.012330.0000000.000000P1740.07751-0.04037-0.112780.0000000.000000P1740.06112-0.01253-0.080810.0000000.000000P1750.02959-0.00749-0.104510.0000000.000000P1750.02488-0.00150-0.075340.0000000.000000P1760.025110.011560.092550.0000000.000000P1760.019720.007650.066840.0000000.000000P1770.088380.016150.105940.0000000.000000P1770.068490.005440.075890.0000000.000000P178-0.018240.047700.110420.0000000.000000P178-0.011800.017490.078740.0000000.000000P179-0.06654-0.016120.083460.0000000.000000P179-0.04396-0.011850.057390.0000000.000000P1800.037150.005320.107850.0000000.000000P1800.024550.000790.074200.0000000.000000P1810.041390.00825-0.094280.0000000.000000P1810.027300.00566-0.064580.0000000.000000P1830.021150.01295-0.088570.0000000.000000P1830.014590.00859-0.059770.0000000.000000P184-0.00030-0.02418-0.032410.0000000.000000P1840.00308-0.00331-0.005220.0000000.000000P185-0.010240.00219-0.034360.0000000.000000P185-0.001340.00359-0.007360.0000000.000000P186-0.00276-0.000270.025000.0000000.000000P186-0.000480.002120.006840.0000000.000000P188-0.003400.031890.027510.0000000.000000P1880.001230.008920.005240.0000000.000000P189-0.012990.00013-0.006880.0000000.000000P189-0.00985-0.00045-0.005910.0000000.000000P190-0.00228-0.00296-0.008040.0000000.000000P190-0.00351-0.00195-0.006770.0000000.000000P1910.008770.00218-0.008700.0000000.000000P1910.003240.00118-0.007350.0000000.000000P192-0.019980.002560.012180.0000000.000000P192-0.013870.001720.008670.0000000.000000P193-0.01193-0.003270.011150.0000000.000000P193-0.00610-0.002470.008050.0000000.000000P1940.010150.000460.009720.0000000.000000P1940.010462.352E-0050.007020.0000000.0000004.2. Load casesTable 18: Load Cases 02 - StaticTable 18: Load Cases 02 - StaticLoadCaseInitialCondATypeCMZeroLinearCVZeroLinearTable 19: Load Cases 06 - Loads AppliedTable 19: Load Cases 06 - Loads AppliedLoadCaseLoadPatSFCMCM1.000000CMCM_ABOVE1.000000CVCV1.000000CVCV_ABOVE1.0000004.3. Load combinationsTable 20: Load CombinationsTable 20: Load CombinationsComboLoadSFTypeDSStrengthDSServInitDSServNormDSServLong(CM+CV)/1.2CM0.833333Linear AddYesNoNoNo(CM+CV)/1.2CV0.833333SERVICIOCM1.000000Linear AddNoNoNoNoSERVICIOCV1.000000Analysis ResultsFigure 2: Deformed shape5. Analysis results5.1. Support resultsThis section provides support results, including items such as column, support, and spring reactions, .Table 21: Soil Pressures - SummaryTable 21: Soil Pressures - SummaryPanelOutputCaseMaxPressMinPressGlobalXMaxGlobalYMaxGlobalXMinGlobalYMinkgf/cm2kgf/cm2mmmm1CM-0.41-0.48-0.750006.25000-0.750009.970002CM-0.48-0.70-0.7500010.97000-0.7500013.695003CM-0.39-0.70-0.7500017.42000-0.7500014.445004CM-0.38-0.48-0.7500018.17000-0.7500021.620005CM-0.40-0.48-0.7500025.47000-0.7500022.370006CM-0.36-0.742.225009.970002.475009.220007CM-0.34-0.722.2250010.970002.4750010.720008CM-0.38-0.570.0000017.420000.0000014.445009CM-0.38-0.520.0000018.170002.4750021.6200010CM-0.32-0.612.2250025.470002.4750026.2200011CM-0.30-1.096.250009.220004.168759.9700012CM-0.30-1.086.2500010.970004.1687510.9700013CM-0.14-0.756.2500017.420006.2500014.4450014CM-0.14-0.706.2500018.170006.2500021.6200015CM-0.52-0.963.2250022.370006.0000026.2200016CM5.977E-002-0.757.750009.220007.000006.2500017CM5.805E-002-0.847.7500010.720007.0000013.6950018CM-0.14-0.847.0000017.420007.0000014.4450019CM-0.14-0.707.0000018.170007.0000021.6200020CM-0.36-0.707.7500025.470007.0000022.370001CV-6.620E-002-9.747E-002-0.750006.25000-0.750009.970002CV-9.517E-002-0.28-0.7500010.97000-0.7500013.695003CV-7.040E-002-0.28-0.7500017.42000-0.7500014.445004CV-6.868E-002-0.15-0.7500018.17000-0.7500021.620005CV-6.155E-002-0.15-0.7500025.47000-0.7500022.370006CV-6.476E-002-0.210.000006.250002.475009.220007CV-5.482E-002-0.202.2250010.970002.4750010.720008CV-6.590E-002-0.180.0000017.420000.0000014.445009CV-6.459E-002-0.190.0000018.170002.4750021.6200010CV-4.371E-002-0.192.2250025.470002.4750022.3700011CV-5.481E-002-0.336.250009.220004.168759.9700012CV-5.601E-002-0.326.2500010.720004.1687510.9700013CV0.00-0.316.2500017.420006.2500014.4450014CV0.00-0.296.2500018.170006.2500021.6200015CV-0.12-0.293.2250025.470006.2500022.3700016CV7.389E-002-0.257.750009.220007.000006.2500017CV7.295E-002-0.377.7500010.720007.0000013.6950018CV0.00-0.377.0000017.420007.0000014.4450019CV0.00-0.297.0000018.170007.0000021.6200020CV-7.748E-002-0.297.7500025.470007.0000022.37000Table 22: Nodal ReactionsTable 22: Nodal ReactionsPointOutputCaseFxFyFzMxMyMzTonfTonfTonfTonf-mTonf-mTonf-m5CM0.38090.02332.34550.000000.000000.000007CM1.05940.09932.69720.000000.000000.000009CM1.1650-0.01213.20510.000000.000000.0000011CM0.4612-0.08642.17660.000000.000000.0000013CM0.28690.00602.53340.000000.000000.0000015CM0.7651-0.00912.29800.000000.000000.0000029CM-0.09340.02214.15620.000000.000000.0000033CM-0.7934-0.00914.23190.000000.000000.0000037CM-0.00190.00633.92350.000000.000000.0000039CM-0.98150.02013.76020.000000.000000.0000053CM0.0033-0.00331.01730.000000.000000.0000054CM0.00330.00330.99290.000000.000000.0000055CM-0.00330.00331.00250.000000.000000.0000056CM-0.0033-0.00331.02690.000000.000000.0000057CM0.00680.00370.97700.000000.000000.0000058CM-0.00340.03521.90740.000000.000000.0000059CM-0.38240.01252.80090.000000.000000.0000060CM0.00340.03521.90800.000000.000000.0000061CM-0.00680.00370.97770.000000.000000.0000062CM-0.00620.14364.07290.000000.000000.0000063CM-0.0144-0.03952.08640.000000.000000.0000064CM-0.0012-0.00511.09290.000000.000000.0000065CM0.0012-0.00511.09890.000000.000000.0000066CM0.0144-0.03952.09210.000000.000000.0000067CM-3.710E-0063.710E-0060.67410.000000.000000.0000068CM-0.10220.12452.80980.000000.000000.0000069CM-3.710E-006-3.710E-0060.58680.000000.000000.0000070CM3.710E-006-3.710E-0060.58560.000000.000000.0000071CM0.0183-0.03252.93950.000000.000000.0000072CM3.710E-0063.710E-0060.67280.000000.000000.0000073CM-2.437E-0042.437E-0040.73420.000000.000000.0000074CM0.0245-0.20723.40560.000000.000000.0000075CM-2.437E-004-2.437E-0040.72440.000000.000000.0000076CM2.437E-004-2.437E-0040.72680.000000.000000.0000077CM2.437E-0042.437E-0040.73660.000000.000000.0000078CM-3.710E-0063.710E-0060.97380.000000.000000.0000079CM-3.710E-006-3.710E-0060.97640.000000.000000.0000080CM3.710E-006-3.710E-0060.97520.000000.000000.0000081CM3.710E-0063.710E-0060.97250.000000.000000.0000082CM-0.00990.00990.55350.000000.000000.0000083CM-0.0099-0.00990.53360.000000.000000.0000084CM0.0099-0.00990.52920.000000.000000.0000085CM0.00990.00990.54910.000000.000000.0000086CM-0.00290.00290.67170.000000.000000.0000087CM-0.0029-0.00290.67920.000000.000000.0000088CM0.0029-0.00290.72500.000000.000000.0000089CM0.00290.00290.71750.000000.000000.0000090CM0.00000.00000.20250.000000.000000.0000091CM0.00000.00000.20250.000000.000000.0000092CM0.00000.00000.20250.000000.000000.0000093CM0.00000.00000.20250.000000.000000.0000094CM-3.710E-0063.710E-0060.97450.000000.000000.0000095CM-3.710E-006-3.710E-0060.61380.000000.000000.0000096CM3.710E-006-3.710E-0060.61820.000000.000000.0000097CM3.710E-0063.710E-0060.97890.000000.000000.0000098CM-3.710E-0063.710E-0060.92460.000000.000000.0000099CM-3.710E-006-3.710E-0061.17380.000000.000000.00000100CM3.710E-006-3.710E-0061.17730.000000.000000.00000101CM3.710E-0063.710E-0060.92810.000000.000000.00000102CM0.0120-0.01201.19920.000000.000000.00000103CM0.01200.01201.16420.000000.000000.00000104CM-0.01200.01201.16930.000000.000000.00000105CM-0.0120-0.01201.20420.000000.000000.00000106CM0.01420.01501.16730.000000.000000.00000107CM-0.02600.13132.36410.000000.000000.00000108CM0.02600.13132.28150.000000.000000.00000109CM-0.01420.01501.07990.000000.000000.00000110CM-0.0284-0.14671.33820.000000.000000.00000111CM0.0089-0.00720.07470.000000.000000.00000112CM-0.0089-0.00720.07880.000000.000000.00000113CM0.0284-0.14671.34210.000000.000000.00000114CM-0.00110.00110.59410.000000.000000.00000115CM-0.0011-0.00110.58180.000000.000000.00000116CM0.0011-0.00110.57240.000000.000000.00000117CM0.00110.00110.58460.000000.000000.00000118CM-7.006E-0047.006E-0040.68950.000000.000000.00000119CM-7.006E-004-7.006E-0040.70370.000000.000000.00000120CM7.006E-004-7.006E-0040.70280.000000.000000.00000121CM7.006E-0047.006E-0040.68860.000000.000000.00000122CM-3.710E-0063.710E-0061.01960.000000.000000.00000123CM-3.710E-006-3.710E-0061.05100.000000.000000.00000124CM3.710E-006-3.710E-0061.04470.000000.000000.00000125CM3.710E-0063.710E-0061.01340.000000.000000.00000P172CM0.20710.00712.8949-0.004730.01219-0.01008P173CM-0.04270.00573.2899-0.00412-0.00556-0.00867P174CM0.65460.04295.8695-0.077510.040370.11278P175CM0.24450.05356.4333-0.029590.007490.10451P176CM-0.1167-0.20791.06630.000000.000000.00000P177CM-0.30500.04156.2453-0.08838-0.01615-0.10594P178CM-0.67650.34140.64620.000000.000000.00000P179CM0.2620-0.03272.71620.066540.01612-0.08346P180CM0.0049-0.03162.9951-0.03715-0.00532-0.10785P181CM-0.0442-0.02152.8394-0.04139-0.008250.09428P183CM-0.2027-0.02363.2273-0.02115-0.012950.08857P184CM0.4021-0.00274.60740.000300.024180.03241P185CM0.0803-0.00264.90220.01024-0.002190.03436P186CM0.0512-0.07220.87270.000000.000000.00000P188CM-0.43750.07610.95450.000000.000000.00000P189CM0.0012-0.15972.01910.01299-0.000130.00688P190CM6.016E-004-0.02481.87960.002280.002960.00804P191CM-6.093E-0040.10222.1511-0.00877-0.002180.00870P192CM-0.0013-0.14561.45600.01998-0.00256-0.01218P193CM1.949E-004-0.11131.49160.011930.00327-0.01115P194CM9.799E-0040.09721.7267-0.01015-0.00046-0.009725CV0.1068-0.01470.37240.000000.000000.000007CV0.33050.08370.54340.000000.000000.000009CV0.8743-0.00341.03190.000000.000000.0000011CV0.2251-0.05880.39600.000000.000000.0000013CV0.23680.00150.68150.000000.000000.0000015CV0.16860.00770.35140.000000.000000.0000029CV-0.0482-0.00961.37270.000000.000000.0000033CV-0.5895-0.00221.74390.000000.000000.0000037CV-0.00840.00111.63450.000000.000000.0000039CV-0.29520.01590.95360.000000.000000.0000053CV5.129E-004-5.129E-0040.15620.000000.000000.0000054CV5.129E-0045.129E-0040.15120.000000.000000.0000055CV-5.129E-0045.129E-0040.15070.000000.000000.0000056CV-5.129E-004-5.129E-0040.15570.000000.000000.0000057CV0.00229.790E-0040.15710.000000.000000.0000058CV-4.873E-0040.00960.41570.000000.000000.0000059CV-0.1353-0.02210.75070.000000.000000.0000060CV4.873E-0040.00960.41430.000000.000000.0000061CV-0.00229.790E-0040.15570.000000.000000.0000062CV-0.03200.11561.10930.000000.000000.0000063CV-0.0025-0.00750.55500.000000.000000.0000064CV-4.970E-006-9.407E-0040.25090.000000.000000.0000065CV4.970E-006-9.407E-0040.24880.000000.000000.0000066CV0.0025-0.00750.55300.000000.000000.0000067CV-7.049E-0067.049E-0060.20540.000000.000000.0000068CV-0.04950.01660.79750.000000.000000.0000069CV-7.049E-006-7.049E-0060.13300.000000.000000.0000070CV7.049E-006-7.049E-0060.13250.000000.000000.0000071CV0.0156-0.00201.03390.000000.000000.0000072CV7.049E-0067.049E-0060.20490.000000.000000.0000073CV-1.111E-0041.111E-0040.26040.000000.000000.0000074CV-0.0240-0.03030.67890.000000.000000.0000075CV-1.111E-004-1.111E-0040.25230.000000.000000.0000076CV1.111E-004-1.111E-0040.25230.000000.000000.0000077CV1.111E-0041.111E-0040.26040.000000.000000.0000078CV-7.049E-0067.049E-0060.40350.000000.000000.0000079CV-7.049E-006-7.049E-0060.40740.000000.000000.0000080CV7.049E-006-7.049E-0060.40710.000000.000000.0000081CV7.049E-0067.049E-0060.40320.000000.000000.0000082CV-0.00670.00670.10550.000000.000000.0000083CV-0.0067-0.00670.09430.000000.000000.0000084CV0.0067-0.00670.09080.000000.000000.0000085CV0.00670.00670.10210.000000.000000.0000086CV-0.00200.00200.17860.000000.000000.0000087CV-0.0020-0.00200.18310.000000.000000.0000088CV0.0020-0.00200.21690.000000.000000.0000089CV0.00200.00200.21240.000000.000000.0000090CV0.00000.00000.00000.000000.000000.0000091CV0.00000.00000.00000.000000.000000.0000092CV0.00000.00000.00000.000000.000000.0000093CV0.00000.00000.00000.000000.000000.0000094CV-7.049E-0067.049E-0060.39080.000000.000000.0000095CV-7.049E-006-7.049E-0060.11990.000000.000000.0000096CV7.049E-006-7.049E-0060.12100.000000.000000.0000097CV7.049E-0067.049E-0060.39180.000000.000000.0000098CV-7.049E-0067.049E-0060.33950.000000.000000.0000099CV-7.049E-006-7.049E-0060.52450.000000.000000.00000100CV7.049E-006-7.049E-0060.52530.000000.000000.00000101CV7.049E-0067.049E-0060.34020.000000.000000.00000102CV0.0086-0.00860.24240.000000.000000.00000103CV0.00860.00860.23160.000000.000000.00000104CV-0.00860.00860.23220.000000.000000.00000105CV-0.0086-0.00860.24300.000000.000000.00000106CV0.01010.01090.29230.000000.000000.00000107CV-0.01890.09480.70640.000000.000000.00000108CV0.01890.09480.64320.000000.000000.00000109CV-0.01010.01090.22560.000000.000000.00000110CV-0.0202-0.10460.36000.000000.000000.00000111CV0.0064-0.0051-0.10360.000000.000000.00000112CV-0.0064-0.0051-0.10090.000000.000000.00000113CV0.0202-0.10460.36260.000000.000000.00000114CV-9.755E-0049.755E-0040.09300.000000.000000.00000115CV-9.755E-004-9.755E-0040.09020.000000.000000.00000116CV9.755E-004-9.755E-0040.09170.000000.000000.00000117CV9.755E-0049.755E-0040.09440.000000.000000.00000118CV-0.00120.00120.17770.000000.000000.00000119CV-0.0012-0.00120.18410.000000.000000.00000120CV0.0012-0.00120.19450.000000.000000.00000121CV0.00120.00120.18810.000000.000000.00000122CV-7.049E-0067.049E-0060.33050.000000.000000.00000123CV-7.049E-006-7.049E-0060.34710.000000.000000.00000124CV7.049E-006-7.049E-0060.35020.000000.000000.00000125CV7.049E-0067.049E-0060.33360.000000.000000.00000P172CV0.0860-0.00600.79860.005410.00483-0.01124P173CV-0.0106-0.00771.05520.00656-0.00309-0.01233P174CV0.21650.03531.7589-0.061120.012530.08081P175CV0.08170.04282.0501-0.024880.001500.07534P176CV-0.0686-0.14660.31350.000000.000000.00000P177CV-0.10540.03312.1729-0.06849-0.00544-0.07589P178CV-0.24120.24660.18100.000000.000000.00000P179CV0.1818-0.02250.91560.043960.01185-0.05739P180CV0.0394-0.02251.1359-0.02455-0.00079-0.07420P181CV-0.0323-0.01581.1682-0.02730-0.005660.06458P183CV-0.1271-0.01641.3840-0.01459-0.008590.05977P184CV0.07030.00271.0988-0.003080.003310.00522P185CV-0.01080.00271.21580.00134-0.003590.00736P186CV0.0034-0.01690.19290.000000.000000.00000P188CV-0.11420.01820.25540.000000.000000.00000P189CV0.0011-0.14090.73010.009850.000450.00591P190CV4.732E-004-0.06930.49270.003510.001950.00677P191CV-4.880E-0040.02650.4995-0.00324-0.001180.00735P192CV-6.972E-004-0.11130.46050.01387-0.00172-0.00867P193CV3.427E-004-0.04960.45490.006100.00247-0.00805P194CV9.284E-0040.11190.6429-0.01046-2.352E-005-0.007025.2. Structure resultsTable 23: Sum Of Reactions, Part 1 of 2Table 23: Sum Of Reactions, Part 1 of 2OutputCaseGlobalFXGlobalFYGlobalFZGlobalMXGlobalMYGlobalMZTonfTonfTonfTonf-mTonf-mTonf-mCM1.88290.0061310.45565076.98714-1067.41967-24.64947CV0.7463-0.010684.90761362.90864-319.45868-9.94870Table 23: Sum Of Reactions, Part 2 of 2Table 23: Sum Of Reactions, Part 2 of 2OutputCaseGlobalXGlobalYGlobalZmmmCM0.000000.000000.00000CV0.000000.000000.00000Table 24: Nodal Displacements - Summary, Part 1 of 2Table 24: Nodal Displacements - Summary, Part 1 of 2PanelNodeOutputCaseUxUyUzRxRyRzcmcmcmRadiansRadiansRadians17CM0.0000000.000000-0.2014700.0000000.0000000.00000029CM0.0000000.000000-0.2394120.0000000.0000000.00000039CM0.0000000.000000-0.2394120.0000000.0000000.000000413CM0.0000000.000000-0.1892350.0000000.0000000.000000513CM0.0000000.000000-0.1892350.0000000.0000000.0000006~204CM0.0000000.000000-0.3105390.0000000.0000000.000000762CM0.0000000.000000-0.3042330.0000000.0000000.00000089CM0.0000000.000000-0.2394120.0000000.0000000.0000009~280CM0.0000000.000000-0.2199260.0000000.0000000.0000001074CM0.0000000.000000-0.2543870.0000000.0000000.00000011131CM0.0000000.000000-0.4599390.0000000.0000000.00000012~206CM0.0000000.000000-0.4529740.0000000.0000000.0000001333CM0.0000000.000000-0.3161060.0000000.0000000.0000001437CM0.0000000.000000-0.2930690.0000000.0000000.00000015~166CM0.0000000.000000-0.4049770.0000000.0000000.00000016~244CM0.0000000.000000-0.3134070.0000000.0000000.00000017~256CM0.0000000.000000-0.3516130.0000000.0000000.00000018100CM0.0000000.000000-0.3517700.0000000.0000000.0000001937CM0.0000000.000000-0.2930690.0000000.0000000.0000002037CM0.0000000.000000-0.2930690.0000000.0000000.00000017CV0.0000000.000000-0.0405870.0000000.0000000.00000029CV0.0000000.000000-0.0770820.0000000.0000000.00000039CV0.0000000.000000-0.0770820.0000000.0000000.000000413CV0.0000000.000000-0.0509050.0000000.0000000.000000513CV0.0000000.000000-0.0509050.0000000.0000000.0000006~204CV0.0000000.000000-0.0891610.0000000.0000000.000000762CV0.0000000.000000-0.0828610.0000000.0000000.00000089CV0.0000000.000000-0.0770820.0000000.0000000.0000009~280CV0.0000000.000000-0.0779080.0000000.0000000.00000010~280CV0.0000000.000000-0.0779080.0000000.0000000.00000011131CV0.0000000.000000-0.1400980.0000000.0000000.00000012~206CV0.0000000.000000-0.1335750.0000000.0000000.0000001333CV0.0000000.000000-0.1302600.0000000.0000000.0000001437CV0.0000000.000000-0.1220920.0000000.0000000.0000001537CV0.0000000.000000-0.1220920.0000000.0000000.00000016124CV0.0000000.000000-0.1046300.0000000.0000000.00000017~256CV0.0000000.000000-0.1570340.0000000.0000000.00000018~256CV0.0000000.000000-0.1570340.0000000.0000000.0000001937CV0.0000000.000000-0.1220920.0000000.0000000.0000002037CV0.0000000.000000-0.1220920.0000000.0000000.000000Table 24: Nodal Displacements - Summary, Part 2 of 2Table 24: Nodal Displacements - Summary, Part 2 of 2PanelNodeOutputCaseGlobalXGlobalYmm17CM0.000009.9700029CM0.0000013.6950039CM0.0000013.69500413CM0.0000021.62000513CM0.0000021.620006~204CM3.225008.97000762CM3.225009.9700089CM0.0000013.695009~280CM2.4750021.620001074CM3.2250026.2200011131CM4.225008.9700012~206CM4.225009.970001333CM7.0000013.695001437CM7.0000021.6200015~166CM6.0000026.2200016~244CM7.750005.5000017~256CM7.7500013.6950018100CM7.7500014.445001937CM7.0000021.620002037CM7.0000021.6200017CV0.000009.9700029CV0.0000013.6950039CV0.0000013.69500413CV0.0000021.62000513CV0.0000021.620006~204CV3.225008.97000762CV3.225009.9700089CV0.0000013.695009~280CV2.4750021.6200010~280CV2.4750021.6200011131CV4.225008.9700012~206CV4.225009.970001333CV7.0000013.695001437CV7.0000021.620001537CV7.0000021.6200016124CV7.750006.2500017~256CV7.7500013.6950018~256CV7.7500013.695001937CV7.0000021.620002037CV7.0000021.62000DesignFigure 3: Finite element model6. Design summaryThis section provides design information for beams, strips, and punching checks.6.1. PreferencesTable 25: Design Preferences 01 - Resistance FactorsTable 25: Design Preferences 01 - Resistance FactorsPhiTenPhiCompPhiShear0.9000000.6500000.750000Table 26: Design Preferences 02 - Rebar Cover - SlabsTable 26: Design Preferences 02 - Rebar Cover - SlabsCoverTopCoverBotBarSizeInnerLayerPTCGSTopPTCGSBotExtPTCGSBotIntSlabTypemmmmm0.0150000.0150003/4"B0.0250000.0400000.025000Two WayTable 27: Design Preferences 03 - Rebar Cover - BeamsTable 27: Design Preferences 03 - Rebar Cover - BeamsCoverTopCoverBotBarSizeFBarSizeSPTCGSTopPTCGSBotmmmm0.0400000.040000#91/2"0.0500000.050000Table 28: Design Preferences 04 - Prestress DataTable 28: Design Preferences 04 - Prestress DataUserStressInitConcRatLLFractionNo0.8000000.5000006.2. OverwritesTable 29: Slab Design Overwrites 01 - Strip BasedTable 29: Slab Design Overwrites 01 - Strip BasedStripLayerDesignTypeRLLFIgnorePTRebarMatCSA1AColumn1.000000NoCSA-G30.18Gr400CSA2AColumn1.000000NoCSA-G30.18Gr400CSA3AColumn1.000000NoCSA-G30.18Gr400CSA4AColumn1.000000NoCSA-G30.18Gr400CSA5AColumn1.000000NoCSA-G30.18Gr400CSA6AColumn1.000000NoCSA-G30.18Gr400CSA7AColumn1.000000NoCSA-G30.18Gr400CSA8AColumn1.000000NoCSA-G30.18Gr400CSA9AColumn1.000000NoCSA-G30.18Gr400CSB1BColumn1.000000NoCSA-G30.18Gr400CSB2BColumn1.000000NoCSA-G30.18Gr400CSA10AColumn1.000000NoCSA-G30.18Gr400CSA11AColumn1.000000NoCSA-G30.18Gr400CSA12AColumn1.000000NoCSA-G30.18Gr400CSA13AColumn1.000000NoCSA-G30.18Gr400CSA14AColumn1.000000NoCSA-G30.18Gr400Table 30: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2Table 30: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2AreaRebarMatF1CSA-G30.18Gr400F5CSA-G30.18Gr400F6CSA-G30.18Gr400F10CSA-G30.18Gr400F11CSA-G30.18Gr400F12CSA-G30.18Gr400F13CSA-G30.18Gr400F14CSA-G30.18Gr400F15CSA-G30.18Gr400F16CSA-G30.18Gr400F17CSA-G30.18Gr400F18CSA-G30.18Gr400F19CSA-G30.18Gr400F20CSA-G30.18Gr400F21CSA-G30.18Gr400F22CSA-G30.18Gr400F23CSA-G30.18Gr400Table 30: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2Table 30: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2AreaRLLFDesignIgnorePTF11.000000YesNoF51.000000YesNoF61.000000YesNoF101.000000YesNoF111.000000YesNoF121.000000YesNoF131.000000YesNoF141.000000YesNoF151.000000YesNoF161.000000YesNoF171.000000YesNoF181.000000YesNoF191.000000YesNoF201.000000YesNoF211.000000YesNoF221.000000YesNoF231.000000YesNoTable 31: Punching Shear Design Overwrites 01 - GeneralTable 31: Punching Shear Design Overwrites 01 - GeneralPointCheckLocTypeEffDepthReinfType5Program DeterminedAutoAutoNone7Program DeterminedAutoAutoNone9Program DeterminedAutoAutoNone11Program DeterminedAutoAutoNone13Program DeterminedAutoAutoNone15Program DeterminedAutoAutoNone29Program DeterminedAutoAutoNone33Program DeterminedAutoAutoNone37Program DeterminedAutoAutoNone39Program DeterminedAutoAutoNone59Program DeterminedAutoAutoNone62Program DeterminedAutoAutoNone68Program DeterminedAutoAutoNone71Program DeterminedAutoAutoNone74Program DeterminedAutoAutoNone6.3. Slab designTable 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 1 of 3StripSpanIDLocationFTopComboFTopMomentFTopAreaTonf-mcm2CSA1Span 1Start0.000000.000000CSA1Span 1Middle0.000000.000000CSA1Span 1End(CM+CV)/1.2-0.309260.000000CSA2Span 1Start0.000000.000000CSA2Span 1Middle0.000000.000000CSA2Span 1End(CM+CV)/1.2-0.227820.000000CSA3Span 1Start0.000000.000000CSA3Span 1Middle(CM+CV)/1.2-0.074510.000000CSA3Span 1End(CM+CV)/1.2-0.813492.841493CSA4Span 1Start(CM+CV)/1.2-1.158663.590078CSA4Span 1Middle(CM+CV)/1.2-2.044361.123841CSA4Span 1End(CM+CV)/1.2-0.075270.000000CSA5Span 1Start0.000000.000000CSA5Span 1Middle0.000000.000000CSA5Span 1End(CM+CV)/1.2-0.317420.000000CSA6Span 1Start0.000000.000000CSA6Span 1Middle0.000000.000000CSA6Span 1End(CM+CV)/1.2-0.516420.000000CSA7Span 1Start0.000000.000000CSA7Span 1Middle0.000000.000000CSA7Span 1End(CM+CV)/1.2-0.792260.000000CSA8Span 1Start0.000000.000000CSA8Span 1Middle0.000000.000000CSA8Span 1End(CM+CV)/1.2-0.276810.000000CSA9Span 1Start0.000000.000000CSA9Span 1Middle0.000000.000000CSA9Span 1End(CM+CV)/1.2-0.470950.000000CSB1Span 1Start0.000000.000000CSB1Span 1Middle0.000000.000000CSB1Span 1End(CM+CV)/1.2-0.597540.000000CSB2Span 1Start(CM+CV)/1.2-0.856090.419377CSB2Span 1Middle0.000000.000000CSB2Span 1End(CM+CV)/1.2-0.860490.421532CSA10Span 1Start0.000000.000000CSA10Span 1Middle0.000000.000000CSA10Span 1End0.000000.000000CSA11Span 1Start0.000000.000000CSA11Span 1Middle0.000000.000000CSA11Span 1End(CM+CV)/1.2-0.244550.000000CSA12Span 1Start0.000000.000000CSA12Span 1Middle0.000000.000000CSA12Span 1End(CM+CV)/1.2-1.081680.512393CSA13Span 1Start0.000000.000000CSA13Span 1Middle0.000000.000000CSA13Span 1End(CM+CV)/1.2-0.466110.000000CSA14Span 1Start0.000000.000000CSA14Span 1Middle0.000000.000000CSA14Span 1End(CM+CV)/1.2-0.808680.000000Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 2 of 3StripSpanIDLocationFBotComboFBotMomentFBotAreaTonf-mcm2CSA1Span 1Start0.000000.000000CSA1Span 1Middle(CM+CV)/1.21.317980.628479CSA1Span 1End(CM+CV)/1.20.247830.000000CSA2Span 1Start0.000000.000000CSA2Span 1Middle(CM+CV)/1.23.778081.846004CSA2Span 1End(CM+CV)/1.20.473800.000000CSA3Span 1Start0.000000.000000CSA3Span 1Middle(CM+CV)/1.23.558051.807838CSA3Span 1End(CM+CV)/1.20.701512.786125CSA4Span 1Start(CM+CV)/1.20.983103.503274CSA4Span 1Middle(CM+CV)/1.20.015130.000000CSA4Span 1End(CM+CV)/1.20.129450.000000CSA5Span 1Start0.000000.000000CSA5Span 1Middle(CM+CV)/1.21.819060.862077CSA5Span 1End(CM+CV)/1.20.247480.000000CSA6Span 1Start0.000000.000000CSA6Span 1Middle(CM+CV)/1.22.177441.032810CSA6Span 1End(CM+CV)/1.20.414190.000000CSA7Span 1Start0.000000.000000CSA7Span 1Middle(CM+CV)/1.23.245501.539447CSA7Span 1End(CM+CV)/1.20.637030.000000CSA8Span 1Start0.000000.000000CSA8Span 1Middle(CM+CV)/1.21.236990.618215CSA8Span 1End(CM+CV)/1.20.220980.000000CSA9Span 1Start0.000000.000000CSA9Span 1Middle(CM+CV)/1.21.921230.919918CSA9Span 1End(CM+CV)/1.20.379070.000000CSB1Span 1Start0.000000.000000CSB1Span 1Middle(CM+CV)/1.22.490251.221203CSB1Span 1End(CM+CV)/1.20.650290.000000CSB2Span 1Start0.000000.000000CSB2Span 1Middle(CM+CV)/1.23.527921.731278CSB2Span 1End(CM+CV)/1.20.704820.000000CSA10Span 1Start0.000000.000000CSA10Span 1Middle(CM+CV)/1.20.000000.000000CSA10Span 1End(CM+CV)/1.20.000000.000000CSA11Span 1Start0.000000.000000CSA11Span 1Middle(CM+CV)/1.23.350011.589123CSA11Span 1End(CM+CV)/1.20.245370.000000CSA12Span 1Start0.000000.000000CSA12Span 1Middle(CM+CV)/1.24.038231.916418CSA12Span 1End(CM+CV)/1.20.890240.000000CSA13Span 1Start0.000000.000000CSA13Span 1Middle(CM+CV)/1.21.892830.900802CSA13Span 1End(CM+CV)/1.20.375580.000000CSA14Span 1Start0.000000.000000CSA14Span 1Middle(CM+CV)/1.23.271931.552010CSA14Span 1End(CM+CV)/1.20.652200.000000Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3Table 32: Concrete Slab Design Summary 01 - Flexural And Shear Data, Part 3 of 3StripSpanIDLocationVComboVForceVAreaStatusLayerTonfcm2/cmCSA1Span 1Start0.00000.000000OKACSA1Span 1Middle(CM+CV)/1.21.60290.000000OKACSA1Span 1End(CM+CV)/1.21.55280.000000OKACSA2Span 1Start0.00000.000000OKACSA2Span 1Middle(CM+CV)/1.24.52780.000000OKACSA2Span 1End(CM+CV)/1.20.85790.000000OKACSA3Span 1Start0.00000.000000OKACSA3Span 1Middle(CM+CV)/1.24.01840.000000OKACSA3Span 1End(CM+CV)/1.20.58470.000000OKACSA4Span 1Start0.00000.000000OKACSA4Span 1Middle(CM+CV)/1.20.77180.000000OKACSA4Span 1End(CM+CV)/1.20.57370.000000OKACSA5Span 1Start0.00000.000000OKACSA5Span 1Middle(CM+CV)/1.22.25520.000000OKACSA5Span 1End(CM+CV)/1.21.72260.000000OKACSA6Span 1Start0.00000.000000OKACSA6Span 1Middle(CM+CV)/1.22.64600.000000OKACSA6Span 1End(CM+CV)/1.22.58650.000000OKACSA7Span 1Start0.00000.000000OKACSA7Span 1Middle(CM+CV)/1.23.91580.000000OKACSA7Span 1End(CM+CV)/1.23.93770.000000OKACSA8Span 1Start0.00000.000000OKACSA8Span 1Middle(CM+CV)/1.21.50970.000000OKACSA8Span 1End(CM+CV)/1.21.40570.000000OKACSA9Span 1Start0.00000.000000OKACSA9Span 1Middle(CM+CV)/1.22.29340.000000OKACSA9Span 1End(CM+CV)/1.22.33350.000000OKACSB1Span 1Start0.00000.000000OKBCSB1Span 1Middle(CM+CV)/1.22.82520.000000OKBCSB1Span 1End(CM+CV)/1.22.84340.000000OKBCSB2Span 1Start0.00000.000000OKBCSB2Span 1Middle(CM+CV)/1.24.26510.000000OKBCSB2Span 1End(CM+CV)/1.24.27940.000000OKBCSA10Span 1Start0.00000.000000OKACSA10Span 1Middle(CM+CV)/1.20.00000.000000OKACSA10Span 1End(CM+CV)/1.20.00000.000000OKACSA11Span 1Start0.00000.000000OKACSA11Span 1Middle(CM+CV)/1.23.88750.000000OKACSA11Span 1End(CM+CV)/1.21.78110.000000OKACSA12Span 1Start0.00000.000000OKACSA12Span 1Middle(CM+CV)/1.23.54810.000000OKACSA12Span 1End(CM+CV)/1.24.99640.000000OKACSA13Span 1Start0.00000.000000OKACSA13Span 1Middle(CM+CV)/1.22.23300.000000OKACSA13Span 1End(CM+CV)/1.22.30170.000000OKACSA14Span 1Start0.00000.000000OKACSA14Span 1Middle(CM+CV)/1.23.82280.000000OKACSA14Span 1End(CM+CV)/1.23.98250.000000OKAACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA1Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA2Length = 2 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA3Length = 2 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA4Length = 2 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA5Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA6Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA7Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA8Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA9Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA10Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA11Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA12Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA13Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSA14Length = 1.5 mDistance to Top Rebar Center = 0.024525 mDistance to Bot Rebar Center = 0.024525 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSB1Length = 1.5 mDistance to Top Rebar Center = 0.043575 mDistance to Bot Rebar Center = 0.043575 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm2ACI 318-14 Concrete Strip DesignGeometric PropertiesCombination = Overall EnvelopeStrip Label = CSB2Length = 1.5 mDistance to Top Rebar Center = 0.043575 mDistance to Bot Rebar Center = 0.043575 m Material PropertiesConcrete Comp. Strength = 210 kgf/cm2Concrete Modulus = 217370.65 kgf/cm2Longitudinal Rebar Yield = 4078.86 kgf/cm26.4. Beam design6.5. Punching check/designTable 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 1 of 3PointGlobalXGlobalYLocationPerimeterDepthStatusRatiommmm50.000005.50000Corner2.3414500.565950OK0.02042670.000009.97000Interior3.3638000.565950OK0.05352090.0000013.69500Corner2.3414500.565950OK0.046863110.0000017.42000Corner2.3414500.565950OK0.018852130.0000021.62000Corner2.3414500.565950OK0.028277150.0000026.22000Interior3.3638000.565950OK0.039745297.000005.50000Corner2.3414500.565950OK0.055184337.0000013.69500Corner2.3414500.565950OK0.065604377.0000021.62000Corner2.3414500.565950OK0.054992397.0000026.22000Corner2.8414500.565950OK0.062758593.225005.50000Corner2.3164500.565950OK0.031404623.225009.97000Corner2.8164500.565950OK0.074362683.2250017.42000Corner2.3164500.565950OK0.032906713.2250021.62000Corner2.3164500.565950OK0.036558743.2250026.22000Corner2.8164500.565950OK0.051507Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 2 of 3PointComboVuGamma_v2Gamma_v3ShrStrMaxMu2ShrStrCapTonfkgf/cm2Tonf-mkgf/cm25(CM+CV)/1.2-1.94650.4000000.4025650.240.7855511.537(CM+CV)/1.2-11.50590.3928850.4071580.62-0.0204911.539(CM+CV)/1.2-4.91360.4000000.4025650.54-0.9353311.5311(CM+CV)/1.2-1.75620.4000000.4025650.220.7357611.5313(CM+CV)/1.2-2.83910.4000000.4025650.330.8533911.5315(CM+CV)/1.2-8.54340.3928850.4071580.46-0.0329511.5329(CM+CV)/1.2-6.05040.4000000.4025650.641.5770611.5333(CM+CV)/1.2-7.18200.4000000.4025650.76-1.5285011.5337(CM+CV)/1.2-6.03890.4000000.4025650.631.6024411.5339(CM+CV)/1.2-8.69540.4000000.4021130.72-4.4545311.5359(CM+CV)/1.2-3.16220.4000000.4000000.36-1.0362511.5362(CM+CV)/1.2-9.84790.4000000.4000000.865.4352111.5368(CM+CV)/1.2-3.31990.4000000.4000000.38-1.1558311.5371(CM+CV)/1.2-3.76050.4000000.4000000.42-1.1514711.5374(CM+CV)/1.2-6.95340.4000000.4000000.593.8682511.53Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3Table 33: Concrete Slab Design 02 - Punching Shear Data, Part 3 of 3PointMu3ReinfTypeUnbalMu2UnbalMu3NumRailsStudPerRailTonf-mTonf-mTonf-m5-0.77443None0.31422-0.311767-0.16529None-0.00805-0.067309-2.04826None-0.37413-0.8245611-0.75763None0.29430-0.3050013-1.11420None0.34136-0.4485415-0.10611None-0.01295-0.04320291.58535None0.630820.63821332.24530None-0.611400.90388371.53635None0.640980.61848390.15681None-1.781810.06306591.05698None-0.414500.42279620.17446None2.174080.06978681.02891None-0.462330.4115771-1.18033None-0.46059-0.4721374-0.05266None1.54730-0.02106ACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 5Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 0 mGlobal Y-Coordinate = 5.5 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = 0.78555 Tonf-mMoment Mu3= -0.77443 Tonf-mShear Force = -1.9465 TonfUnbalanced Moment Mu2 = 0.31422 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 7Column Shape = RectangularColumn Location = InteriorGlobal X-Coordinate = 0 mGlobal Y-Coordinate = 9.97 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 3.3638 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.239035 m4Section Inertia I33 = 0.260552 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.392885Gamma_v3 = 0.407158Moment Mu2 = -0.02049 Tonf-mMoment Mu3= -0.16529 Tonf-mShear Force = -11.5059 TonfUnbalanced Moment Mu2 = -0.00805 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 9Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 0 mGlobal Y-Coordinate = 13.695 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = -0.93533 Tonf-mMoment Mu3= -2.04826 Tonf-mShear Force = -4.9136 TonfUnbalanced Moment Mu2 = -0.37413 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 11Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 0 mGlobal Y-Coordinate = 17.42 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = 0.73576 Tonf-mMoment Mu3= -0.75763 Tonf-mShear Force = -1.7562 TonfUnbalanced Moment Mu2 = 0.2943 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 13Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 0 mGlobal Y-Coordinate = 21.62 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = 0.85339 Tonf-mMoment Mu3= -1.1142 Tonf-mShear Force = -2.8391 TonfUnbalanced Moment Mu2 = 0.34136 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 15Column Shape = RectangularColumn Location = InteriorGlobal X-Coordinate = 0 mGlobal Y-Coordinate = 26.22 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 3.3638 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.239035 m4Section Inertia I33 = 0.260552 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.392885Gamma_v3 = 0.407158Moment Mu2 = -0.03295 Tonf-mMoment Mu3= -0.10611 Tonf-mShear Force = -8.5434 TonfUnbalanced Moment Mu2 = -0.01295 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 29Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 7 mGlobal Y-Coordinate = 5.5 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = 1.57706 Tonf-mMoment Mu3= 1.58535 Tonf-mShear Force = -6.0504 TonfUnbalanced Moment Mu2 = 0.63082 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 33Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 7 mGlobal Y-Coordinate = 13.695 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = -1.5285 Tonf-mMoment Mu3= 2.2453 Tonf-mShear Force = -7.182 TonfUnbalanced Moment Mu2 = -0.6114 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 37Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 7 mGlobal Y-Coordinate = 21.62 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.34145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.201866 m4Section Inertia I33 = 0.211939 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402565Moment Mu2 = 1.60244 Tonf-mMoment Mu3= 1.53635 Tonf-mShear Force = -6.0389 TonfUnbalanced Moment Mu2 = 0.64098 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 39Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 7 mGlobal Y-Coordinate = 26.22 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.84145 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.352282 m4Section Inertia I33 = 0.366938 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.402113Moment Mu2 = -4.45453 Tonf-mMoment Mu3= 0.15681 Tonf-mShear Force = -8.6954 TonfUnbalanced Moment Mu2 = -1.78181 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 59Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 3.225 mGlobal Y-Coordinate = 5.5 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.31645 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.200692 m4Section Inertia I33 = 0.200692 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.4Moment Mu2 = -1.03625 Tonf-mMoment Mu3= 1.05698 Tonf-mShear Force = -3.1622 TonfUnbalanced Moment Mu2 = -0.4145 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 62Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 3.225 mGlobal Y-Coordinate = 9.97 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.81645 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.350543 m4Section Inertia I33 = 0.350543 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.4Moment Mu2 = 5.43521 Tonf-mMoment Mu3= 0.17446 Tonf-mShear Force = -9.8479 TonfUnbalanced Moment Mu2 = 2.17408 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 68Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 3.225 mGlobal Y-Coordinate = 17.42 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.31645 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.200692 m4Section Inertia I33 = 0.200692 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.4Moment Mu2 = -1.15583 Tonf-mMoment Mu3= 1.02891 Tonf-mShear Force = -3.3199 TonfUnbalanced Moment Mu2 = -0.46233 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 71Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 3.225 mGlobal Y-Coordinate = 21.62 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.31645 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.200692 m4Section Inertia I33 = 0.200692 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.4Moment Mu2 = -1.15147 Tonf-mMoment Mu3= -1.18033 Tonf-mShear Force = -3.7605 TonfUnbalanced Moment Mu2 = -0.46059 Tonf-m Column Punching PerimeterACI 318-14 Punching Shear Check & DesignGeometric PropertiesCombination = 1Point Label = 74Column Shape = RectangularColumn Location = CornerGlobal X-Coordinate = 3.225 mGlobal Y-Coordinate = 26.22 mLoad Punching CheckAvg. Eff. Slab Thickness = 0.56595 mEff. Punching Perimeter = 2.81645 mCover = 0.03405 mConc. Comp. Strength = 210 kgf/cm2Reinforcement Ratio = 0.0000Section Inertia I22 = 0.350543 m4Section Inertia I33 = 0.350543 m4Section Inertia I23 = 0 m4Gamma_v2 = 0.4Gamma_v3 = 0.4Moment Mu2 = 3.86825 Tonf-mMoment Mu3= -0.05266 Tonf-mShear Force = -6.9534 TonfUnbalanced Moment Mu2 = 1.5473 Tonf-m Column Punching Perimeter