SAP2000使用说明计算书.pdf

/nP2000License#1F019SAP2000 Analysis ReportModel Name:l-iDpVia.sdb6 March 2014SAP2000 v15.1.1-License#1F01906 March 2014HDP3|j%a.sdbContentsContents1.Model geometry.41.1.Joint coordinates.41.2.Joint restraints.513 Element connectivity.52.Material properties.73.Section properties.83.1.Frames.83.2.Areas.94.Load patterns.104.1.Definitions.104.2.Auto wind loading.1043 Auto seismic loading.105.Load cases.115.1.Definitions.1152 Static case load assignments.1153 Response spectrum case load assignments.126.Load combinations.127.Structure results.147.1.Mass summary.1472 Modal results.1573 Base reactions.158.Joint results.159.Frame results.1910.Material take-off.4111.Design preferences.4111.1.Concrete design.41112 Aluminum design.42113 Cold formed desiQn.4212.Design overwrites.42121 Concrete design.4213.Design summary.44131 Concrete design.44List of FiguresFigure 1:Finite element model.4Figure 2:Deformed shape.14List of TablesTable 1:Joint Coordinates.4Table 2:Joint Restraint Assionments.5Table 3:CormectMty-Frame.5Table 4:Frame Section Assiqnmerits.6Table 5:ConnectMty-Area.7Table 6:Material Properties 02-Basic Mechanical Pro网ties.7Table 7:Material Properties 03a-Steel Data.Table 8:Material Pro网ties 03b-Concrete Data.Table 9:Material Properties 03e-Rebar Data.Table 10:Frame Section Properties 01-General,Part 1 of 4.Table 10:Frame Section Properties 01-General,Part 2 0f 4.Table 10:Frame Section Properties 01-General,Part 3 0f 4.Table 10:Frame Section Properties 01-General,Part 4 0f 4.Table 11:Frame Section Properties 02-Concrete Column,Part 1 of 2.Page 2 of 50SAP2000 v15.1.1-License#1F01906 March 2014HDP3H%a.sdb List of TablesTable 11:Frame Section Properties 02-Concrete Column,Part 2 0f 2.9Table 12:Frame Section Properties 03-Concrete Beam,Part 1 of 2.9Table 12:Frame Section Properties 03-Concrete Beam,Part 2 0f 2.9Table 13:Area Section Properties,Part 1 of 3.9Table 13:Area Section Properties,Part 2 0f 3.9Table 13:Area Section Properties,Part 3 0f 3.10Table 14:Load Pattern Definitions.10Table 15:Auto Wind 二 Eurocodel 2005,Part 1 of 2.10Table 15:Auto Wind 二 Eurocodel 2005,Part 2 0f 2.10Table 16:Auto Seismic 二 Eurocode8 2004,Part 1 of 3.11Table 16:Auto Seismic-Eurocode8 2004,Part 2 0f 3.11Table 16:Auto Seismic 二 Eurocode8 2004,Part 3 0f 3.11Table 17:Load Case Definitions.11Table 18:Case-Static 1-Load Assignments.12Table 19:Function-Response Spectrum-User.12Table 20:Combination Definitions.12Table 21:Assembled Joint Masses.14Table 22:Modal Participating Mass Ratios.15Table 23:Base Reactions.15Table 24:Joint Displacements.16Table 25:Joint Reactions.18Table 26:Element Forces-Frames,Part 1 of 2.19Table 26:Element Forces-Frames,Part 2 0f 2.30Table 27:Material List 2-By Section Property.41Table 28:Preferences-Concrete Design-Eurocode 2-2004,Part 1 of 2.41Table 28:Preferences-Concrete Design-Eurocode 2-2004,Part 2 0f 2.41Table 29:Preferences-Aluminum Design-AA-ASD 2000.42Table 30:Preferences-Cold Formed Design-AISI-ASD96.42Table 31:Overwrites-Concrete Design-Eurocode 2-2004,Part 1 of 2.42Table 31:Overwrites-Concrete Design-Eurocode 2-2004,Part 2 0f 2.43Table 32:Concrete Desiqn 1-Column Summary Data-Eurocode 2-2004,Part 1 of 2.44Table 32:Concrete Desiqn 1-Column Summary Data-Eurocode 2-2004,Part 2 0f 2.44Table 33:Concrete Desiqn 2-Beam Summary Data-Eurocode 2-2004,Part 1 of 3.45Table 33:Concrete Design 2-Beam Summary Data-Eurocode 2-2004,Part 2 0f 3.47Table 33:Concrete Design 2-Beam Summary Data-Eurocode 2-2004,Part 3 0f 3.48Page 3 of 50HDP3H%a.sdb1.Model geometrySAP2000 v15.1.1-License#1F01906 March 20141.Model geometryThis section provides model geometry information,including items such as joint coordinates,joint restraints,and element connectivity.Figure 1:Finite element model1.1.Joint coordinatesTable 1:Joint CoordinatesTable 1:Joint CoordinatesJointCoordSysCoordTypeGlobalXmGlobalYmGlobalZm1GLOBALCartesian-4.20000-2.400000.000002GLOBALCartesian-4.20000-2.400004.750003GLOBALCartesian-4.200000.000000.000004GLOBALCartesian-4.200000.000004.750005GLOBALCartesian-4.200001.100000.000006GLOBALCartesian-4.200001.100004.750007GLOBALCartesian-4.200002.300000.000008GLOBALCartesian-4.200002.300004.750009GLOBALCartesian0.00000-2.400000.0000010GLOBALCartesian0.00000-2.400004.7500011GLOBALCartesian0.000000.000000.00000Page 4 of 50HDP3H%a.sdb1.Model geometrySAP2000 v15.1.1-License#1F01906 March 2014Table 1:Joint CoordinatesJointCoordSysCoordTypeGlobalXmGlobalYmGlobalZm12GLOBALCartesian0.000000.000004.7500013GLOBALCartesian0.000001.100000.0000014GLOBALCartesian0.000001.100004.7500015GLOBALCartesian0.000002.300000.0000016GLOBALCartesian0.000002.300004.7500017GLOBALCartesian1.70000-2.400000.0000018GLOBALCartesian1.70000-2.400004.7500019GLOBALCartesian1.700000.000000.0000020GLOBALCartesian1.700000.000004.7500021GLOBALCartesian1.700001.100000.0000022GLOBALCartesian1.700001.100004.7500023GLOBALCartesian1.700002.300000.0000024GLOBALCartesian1.700002.300004.7500012 Joint restraintsTable 2:Joint Restraint AssignmentsTable 2:Joint Restraint AssignmentsJointU1U2U3R1R2R31YesYesYesNoNoNo3YesYesYesNoNoNo5YesYesYesNoNoNo7YesYesYesNoNoNo9YesYesYesNoNoNo11YesYesYesNoNoNo13YesYesYesNoNoNo15YesYesYesNoNoNo17YesYesYesNoNoNo19YesYesYesNoNoNo21YesYesYesNoNoNo23YesYesYesNoNoNo13 Element connectivityTable 3:Connectivity-FrameTable 3:Connectivity-FrameFrameJointlJointJLengthm1124.750002344.750003564.750004784.7500059104.75000611124.75000713144.75000815164.75000917184.750001019204.750001121224.75000Page 5 of 50HDP3H%a.sdb1.Model geometrySAP2000 v15.1.1-License#1F01906 March 2014Table 3:Connectivity-FrameFrameJointlJointJLengthm1223244.75000132104.200001410181.70000154124.200001612201.700001814221.70000198164.200002016241.7000021242.4000022461.1000023681.200002410122.400002512141.100002614161.200002718202.400002820221.100002922241.20000Table 4:Frame Section AssignmentsTable 4:Frame Section AssignmentsFrameAnalSectDesignSectMatProp1Z300X300Z300X300Default2Z300X300Z300X300Default3Z300X300Z300X300Default4Z300X300Z300X300Default5Z300X300Z300X300Default6Z300X300Z300X300Default7Z300X300Z300X300Default8Z300X300Z300X300Default9Z300X300Z300X300Default10Z300X300Z300X300Default11Z300X300Z300X300Default12Z300X300Z300X300Default13L300X550L300X550Default14L300X550L300X550Default15L200X300L200X300Default16L200X300L200X300Default18L200X300L200X300Default19L300X550L300X550Default20L300X550L300X550Default21L300X550L300X550Default22L300X550L300X550Default23L300X550L300X550Default24L300X550L300X550Default25L300X550L300X550Default26L300X550L300X550Default27L300X550L300X550Default28L300X550L300X550Default29L300X550L300X550DefaultPage 6 of 50HDP3H%a.sdb2.Material propertiesSAP2000 V15.1.1License#1F01906 March 2014Table 5:Connectivity-AreaTable 5:Connectivity-AreaAreaJointlJoint2Joint3Joint4161416810162418101161410212218171138242372.Material propertiesThis section provides material property information for materials used in the model.Table 6:Material Properties 02-Basic Mechanical PropertiesTable 6:Material Properties 02-Basic Mechanical PropertiesMaterialUnitweightKN/m3UnitMassKN-s2/m4E1KN/m2G12KN/m2U12A11/CC302.5000E+012.5500E+0030000000.0012500000.000.2000001.0000E-05C30-12.5000E+012.5500E+0030000000.0012500000.000.2000001.0000E-05C30/37HPB3002.4993E+017.8500E+012.5485E+008.0000E+0033000000.00210000000.013750000.000.2000005.5000E-061.1700E-05Q3457.8500E+018.0000E+00200000000.076923076.920.3000001.1700E-05S3557.6973E+017.8490E+00210000000.080769230.770.3000001.1700E-05S4507.6973E+017.8490E+00210000000.080769230.770.3000001.1700E-05Table 7:Material Properties 03a-Steel DataTable 7:Material Properties 03a-Steel DataMaterialFyKN/m2FuKN/m2FinalSlopeQ345345000.00510000.00-0.100000S355355000.00510000.00-0.100000S450440000.00550000.00-0.100000Table 8:Material Properties 03b-Concrete DataTable 8:Material Properties 03b-Concrete DataMaterialFcKN/m2FinalSlopeC3030000.00-0.100000C30-130000.00-0.100000C30/3730000.00-0.100000Page 7 of 50HDP3H%a.sdb3.Section propertiesSAP2000 v15.1.1-License#1F01906 March 2014Table 9:Material Properties 03e-Rebar DataTable 9:Material Properties 03e-Rebar DataMaterial Fy Fu FinalSlopeKN/m2 KN/m2HPB300 300000.00 420000.00-0.1000003.Section propertiesThis section provides section property information for objects used in the model.3.7.FramesTable 10:Frame Section Properties 01-General,Part 1 of 4Table 10:Frame Section Properties 01-General,Part 1 of 4SectionNameMaterialShapet3mt2mAream2TorsConstm4I33m4122m4L200X300C30/37Rectangular0.3000000.2000000.0600000.0004700.0004500.000200L300X550C30/37Rectangular0.5500000.3000000.1650000.0032620.0041590.001238Z300X300C30/37Rectangular0.3000000.3000000.0900000.0011410.0006750.000675Table 10:Frame Section Properties 01-General,Part 2 of 4Table 10:Frame Section Properties 01-General,Part 2 of 4SectionNameAS2m2AS3m2L200X3000.0500000.050000L300X5500.1375000.137500Z300X3000.0750000.075000Table 10:Frame Section Properties 01-General,Part 3 of 4Table 10:Frame Section Properties 01-General,Part 3 of 4SectionNameS33m3S22m3Z33m3Z22m3R33mR22mL200X3000.0030000.0020000.0045000.0030000.0866030.057735L300X5500.0151250.0082500.0226880.0123750.1587710.086603Z300X3000.0045000.0045000.0067500.0067500.0866030.086603Table 10:Frame Section Properties 01-General,Part 4 of 4Table 10:Frame Section Properties 01-General,Part 4 of 4SectionNameAModA2ModA3ModJModl2Modl3ModMModWModL200X3001.0000001.0000001.0000001.0000001.0000001.0000001.0000001.000000L300X5501.0000001.0000001.0000001.0000001.0000001.0000001.0000001.000000Z300X3001.0000001.0000001.0000001.0000001.0000001.0000001.0000001.000000Page 8 of 50SAP2000 v15.1.1-License#1F01906 March 2014叫/*sdb3.Section propertiesTable 11:Frame Section Properties 02-Concrete Column,Part 1 of 2Table 11:Frame Section Properties 02-Concrete Column,Part 1 of 2SectionNameRebarMatLRebarMatCReinfConfigLatReinfCovermNumBars3D irNumBars2D irZ300X300HPB300HPB300RectangularTies0.02000033Table 11:Frame Section Properties 02-Concrete Column,Part 2 of 2Table 11:Frame Section Properties 02-Concrete Column,Part 2 of 2SectionNameBarSizeLBarSizeCSpacingCmNumCBars2NumCBars3Z300X30020d8d0.15000033Table 12:Frame Section Properties 03-Concrete Beam,Part 1 of 2Table 12:Frame Section Properties 03-Concrete Beam,Part 1 of 2SectionNameRebarMatLRebarMatCTopCovermBotCovermL200X300HPB300HPB3000.0600000.060000L300X550HPB300HPB3000.0300000.030000Table 12:Frame Section Properties 03-Concrete Beam,Part 2 of 2Table 12:Frame Section Properties 03-Concrete Beam,Part 2 of 2SectionNameTop Left Aream2TopRghtAre am2BotLeftAream2BotRghtAre am2L200X3000.0000000.0000000.0000000.000000L300X5500.0000000.0000000.0000000.00000032 AreasTable 13:Area Section Properties,Part 1 of 3Table 13:Area Section Properties,Part 1 of 3SectionMaterialAreaTypeType DrillDOF ThicknessmBendThickmF11ModASEC1C30/37ShellMembrane Yes 0.1000000.1000001.000000Table 13:Area Section Properties,Part 2 of 3Table 13:Area Section Properties,Part 2 of 3SectionF22ModF12ModM11Mod M22ModM12ModV13ModV23ModASEC11.0000001.0000001.000000 1.0000001.0000001.0000001.000000Page 9 of 50SAP2000 v15.1.1-License#1F01906 March 20143d 叫%白.sdb4.Load patternsTable 13:Area Section Properties,Part 3 of 3Table 13:Area Section Properties,Part 3 of 3Section MMod WModASEC1 1.000000 1.0000004.Load patternsThis section provides loading information as applied to the model.41.DefinitionsTable 14:Load Pattern DefinitionsTable 14:Load Pattern DefinitionsLoad PatDesignTypeSelfWtMultAutoLoadDEADDEAD1.000000LIVeLIVE0.000000QXQUAKE0.000000EUROCODE82004QYQUAKE0.000000EUROCODE82004WDWIND0.000000EUROCODE1200542 Auto wind loadingTable 15:Auto Wind-Eurocodel 2005,Part 1 of 2Table 15:Auto Wind-Eurocodel 2005,Part 1 of 2Load PatAngleDegreesWindwardC PLeewardCpWindSpeedmeter/secTerrainCatOroFactTurbFactWD0.0000.8000000.50000030.000III1.0000001.000000Table 15:Auto Wind-Eurocodel 2005,Part 2 of 2Table 15:Auto Wind-Eurocodel 2005,Part 2 0f 2_Load Pat StructFact AirDensityWD 1.000000 1.25000043.Auto seismic loadingPage 10 of 50SAP2000 v15.1.1-License#1F01906 March 2014叫/*sdb5.Load casesTable 16:Auto Seismic-Eurocode8 2004,Part 1 of 3Table 16:Auto Seismic-Eurocode8 2004,Part 1 of 3Load PatDirPercentEccCountryAgQXX0.050000CEN Default0.100000QYY0.050000CEN Default0.100000Table 16:Auto Seismic-Eurocode8 2004,Part 2 of 3Table 16:Auto Seismic-Eurocode8 2004,Part 2 of 3Load PatSpecTypeGroundTypeSoilFactTbSecTcSecTdSecLBFactBehaveFaCtQX1B1.2000000.15000.50002.00000.2000002.000000QY1B1.2000000.15000.50002.00000.2000002.000000Table 16:Auto Seismic-Eurocode8 2004,Part 3 of 3Table 16:Auto Seismic-Eurocode8 2004,Part 3 of 3Load PatCorrFact TUsed CoeffUsed WeightUsed BaseShearSec KN KNQXQY1.000000 0.3439 0.150000 246.415 36.9621.000000 0.3248 0.150000 246.415 36.9625.Load casesThis section provides load case information.5.1.DefinitionsTable 17:Load Case DefinitionsTable 17:Load Case DefinitionsCaseTypeInitialCondModalCaseBaseCaseDesActOptDesignActDEADLinStaticZeroProg DetNon-Compos iteMODALLinModalZeroProg DetOtherLIVeLinStaticZeroProg DetShort-Term CompositeQXLinStaticZeroProg DetShort-Term CompositeQYLinStaticZeroProg DetShort-Term CompositeWDLinStaticZeroProg DetShort-Term Composite52 Static case load assignmentsPage 11 of 50HDP3H%a.sdb6.Load combinationsSAP2000 V15.1.1License#1F01906 March 2014Table 18:Case-Static 1-Load AssignmentsTable 18:Case-Static 1-Load AssignmentsCaseLoadTypeLoadNameLoadSFDEADLoad patternDEAD1.000000LIVeLoad patternLIVe1.000000QXLoad patternQX1.000000QYLoad patternQY1.000000WDLoad patternWD1.00000053 Response spectrum case load assignmentsTable 19:Function-Response Spectrum-UserTable 19:Function-Response Spectrum-UserNamePeriodSecAccelFuncDampUNIFRS0.0000001.0000000.050000UNIFRS1.0000001.0000006.Load combinationsThis section provides load combination information.Table 20:Combination DefinitionsTable 20:Combination DefinitionsComboNameComboTypeCaseNameScaleFactorCOMB1Linear AddDEAD1.000000COMB1LIVe0.500000DCON1Linear AddDEAD1.350000DCON2Linear AddDEAD1.350000DCON2LIVe1.500000DCON3Linear AddDEAD1.350000DCON3LIVe1.500000DCON3WD0.900000DCON4Linear AddDEAD1.350000DCON4LIVe1.500000DCON4WD-0.900000DCON5Linear AddDEAD1.350000DCON5LIVe1.050000DCON5WD1.500000DCON6Linear AddDEAD1.350000DCON6LIVe1.050000DCON6WD-1.500000DCON7Linear AddDEAD1.000000DCON7WD1.500000DCON8Linear AddDEAD1.000000DCON8WD-1.500000DCON9Linear AddDEAD1.000000DCON9LIVe0.300000DCON9QX1.000000DCON10Linear AddDEAD1.000000DCON10LIVe0.300000Page 12 of 50HDP3H%a.sdb6.Load combinationsSAP2000 v15.1.1-License#1F01906 March 2014Table 20:Combination DefinitionsComboNameComboTypeCaseNameScaleFactorDCON10QX-1.000000DCON11Linear AddDEAD1.000000DCON11LIVe0.300000DCON11QY1.000000DCON12Linear AddDEAD1.000000DCON12LIVe0.300000DCON12QY-1.000000DCON13Linear AddDEAD1.000000DCON13QX1.000000DCON14Linear AddDEAD1.000000DCON14QX-1.000000DCON15Linear AddDEAD1.000000DCON15QY1.000000DCON16Linear AddDEAD1.000000DCON16QY-1.000000Page 13 of 50HDP3H%a.sdb7.Structure resultsSAP2000 v15.1.1-License#1F01906 March 20147.Structure resultsThis section provides structure results,including items such as structural p