License #

SAP2000 Analysis Report

Prepared byToshiba

Model Name: VIGA EJEMPLO 1.sdb

29 junio 2015VIGA EJEMPLO 1.sdb SAP2000 v16.0.0 - License #Contents 29 junio 2015 Toshiba Page 2 of 3Contents1. Model geometry 3 1.1. Joint coordinates 3 1.2. Joint restraints 3 1.3. Element connectivity 32. Material properties 33. Section properties 3 3.1. Frames 34. Load patterns 3 4.1. Definitions 35. Load cases 3 5.1. Definitions 3 5.2. Static case load assignments 3 5.3. Response spectrum case load assignments 36. Load combinations 37. Structure results 3 7.1. Mass summary 3 7.2. Base reactions 38. Joint results 39. Frame results 310. Material take-off 311. Design preferences 3 11.1. Aluminum design 3 11.2. Cold formed design 3

List of FiguresFigure 1: Finite element model 3Figure 2: Deformed shape 3

List of TablesTable 1: Joint Coordinates, Part 1 of 2 3Table 1: Joint Coordinates, Part 2 of 2 3Table 2: Joint Restraint Assignments 3Table 3: Connectivity - Frame, Part 1 of 2 3Table 3: Connectivity - Frame, Part 2 of 2 3Table 4: Frame Section Assignments 3Table 5: Material Properties 02 - Basic Mechanical Properties 3Table 6: Material Properties 03a - Steel Data, Part 1 of 2 3Table 6: Material Properties 03a - Steel Data, Part 2 of 2 3Table 7: Material Properties 03b - Concrete Data, Part 1 of 2 3Table 7: Material Properties 03b - Concrete Data, Part 2 of 2 3Table 8: Material Properties 03e - Rebar Data, Part 1 of 2 3Table 8: Material Properties 03e - Rebar Data, Part 2 of 2 3Table 9: Frame Section Properties 01 - General, Part 1 of 6 3Table 9: Frame Section Properties 01 - General, Part 2 of 6 3Table 9: Frame Section Properties 01 - General, Part 3 of 6 3Table 9: Frame Section Properties 01 - General, Part 4 of 6 3Table 9: Frame Section Properties 01 - General, Part 5 of 6 3Table 9: Frame Section Properties 01 - General, Part 6 of 6 3Table 10: Frame Section Properties 03 - Concrete Beam 3Table 11: Load Pattern Definitions 3Table 12: Load Case Definitions, Part 1 of 2 3Table 12: Load Case Definitions, Part 2 of 2 3Table 13: Case - Static 1 - Load Assignments 3Table 14: Function - Response Spectrum - User 3Table 15: Combination Definitions, Part 1 of 3 3Table 15: Combination Definitions, Part 2 of 3 3Table 15: Combination Definitions, Part 3 of 3 3Table 16: Assembled Joint Masses 3Table 17: Base Reactions, Part 1 of 3 3Table 17: Base Reactions, Part 2 of 3 3Table 17: Base Reactions, Part 3 of 3 3Table 18: Joint Displacements 3Table 19: Joint Reactions 3Table 20: Element Forces - Frames, Part 1 of 2 3Table 20: Element Forces - Frames, Part 2 of 2 3Table 21: Material List 2 - By Section Property 3Table 22: Preferences - Aluminum Design - AA-ASD 2000 3Table 23: Preferences - Cold Formed Design - AISI-ASD96, Part 1 of 2 3Table 23: Preferences - Cold Formed Design - AISI-ASD96, Part 2 of 2 3

1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates, Part 1 of 2Table 1: Joint Coordinates, Part 1 of 2JointCoordSysCoordTypeXorRYZSpecialJtGlobalX

mmm

m1GLOBALCartesian-4.000000.000000.00000No-4.000002GLOBALCartesian4.000000.000000.00000No4.00000

Table 1: Joint Coordinates, Part 2 of 2Table 1: Joint Coordinates, Part 2 of 2JointGlobalYGlobalZGUID

mm

10.000000.00000

20.000000.00000

1.2. Joint restraints

Table 2: Joint Restraint AssignmentsTable 2: Joint Restraint AssignmentsJointU1U2U3R1R2R3

1YesYesYesYesYesYes2YesYesYesYesYesYes

1.3. Element connectivity

Table 3: Connectivity - Frame, Part 1 of 2Table 3: Connectivity - Frame, Part 1 of 2FrameJointIJointJIsCurvedLengthCentroidXCentroidYCentroidZ

mmmm112No8.000000.000000.000000.00000

Table 3: Connectivity - Frame, Part 2 of 2Table 3: Connectivity - Frame, Part 2 of 2FrameGUID

1

Table 4: Frame Section AssignmentsTable 4: Frame Section AssignmentsFrameSectionTypeAutoSelectAnalSectDesignSectMatProp

1RectangularN.A.60X3060X30Default

2. Material propertiesThis section provides material property information for materials used in the model.

Table 5: Material Properties 02 - Basic Mechanical PropertiesTable 5: Material Properties 02 - Basic Mechanical PropertiesMaterialUnitWeightUnitMassE1G12U12A1

Tonf/m3Tonf-s2/m4Tonf/m2Tonf/m2

1/C2502.4000E+002.4473E-012213594.36922330.980.2000009.9000E-06A615Gr607.8490E+008.0038E-0120389019.16

1.1700E-05A992Fy507.8490E+008.0038E-0120389019.167841930.450.3000001.1700E-05

Table 6: Material Properties 03a - Steel Data, Part 1 of 2Table 6: Material Properties 03a - Steel Data, Part 1 of 2MaterialFyFuEffFyEffFuSSCurveOptSSHysTypeSHardSMax

Tonf/m2Tonf/m2Tonf/m2Tonf/m2

A992Fy5035153.4845699.5338668.8350269.48SimpleKinematic0.0150000.110000

Table 6: Material Properties 03a - Steel Data, Part 2 of 2Table 6: Material Properties 03a - Steel Data, Part 2 of 2MaterialSRupFinalSlope

A992Fy500.170000-0.100000

Table 7: Material Properties 03b - Concrete Data, Part 1 of 2Table 7: Material Properties 03b - Concrete Data, Part 1 of 2MaterialFcLtWtConcSSCurveOptSSHysTypeSFcSCapFinalSlopeFAngle

Tonf/m2

Degrees2502500.00NoManderTakeda0.0022190.005000-0.1000000.000

Table 7: Material Properties 03b - Concrete Data, Part 2 of 2Table 7: Material Properties 03b - Concrete Data, Part 2 of 2MaterialDAngle

Degrees2500.000

Table 8: Material Properties 03e - Rebar Data, Part 1 of 2Table 8: Material Properties 03e - Rebar Data, Part 1 of 2MaterialFyFuEffFyEffFuSSCurveOptSSHysTypeSHardSCap

Tonf/m2Tonf/m2Tonf/m2Tonf/m2

A615Gr6042184.1863276.2746402.6069603.89SimpleKinematic0.0100000.090000

Table 8: Material Properties 03e - Rebar Data, Part 2 of 2Table 8: Material Properties 03e - Rebar Data, Part 2 of 2MaterialFinalSlopeUseCTDef

A615Gr60-0.100000No

3. Section propertiesThis section provides section property information for objects used in the model.

3.1. Frames

Table 9: Frame Section Properties 01 - General, Part 1 of 6Table 9: Frame Section Properties 01 - General, Part 1 of 6SectionNameMaterialShapet3t2tftw

mmmm60X30250Rectangular0.6000000.300000

FSEC1A992Fy50I/Wide Flange0.3048000.1270000.0096520.006350

Table 9: Frame Section Properties 01 - General, Part 2 of 6Table 9: Frame Section Properties 01 - General, Part 2 of 6SectionNamet2btfbAreaTorsConstI33I22I23

mmm2m4m4m4m460X30

0.1800000.0037080.0054000.0013500.000000FSEC10.1270000.0096520.0042659.651E-080.0000663.301E-060.000000

Table 9: Frame Section Properties 01 - General, Part 3 of 6Table 9: Frame Section Properties 01 - General, Part 3 of 6SectionNameAS2AS3S33S22Z33Z22R33

m2m2m3m3m3m3m60X300.1500000.1500000.0180000.0090000.0270000.0135000.173205FSEC10.0019350.0020430.0004310.0000520.0004910.0000810.124145

Table 9: Frame Section Properties 01 - General, Part 4 of 6Table 9: Frame Section Properties 01 - General, Part 4 of 6SectionNameR22ConcColConcBeamColorTotalWtTotalMassFromFile

m

TonfTonf-s2/m

60X300.086603NoYesGray8Dark3.45600.35NoFSEC10.027823NoNoRed0.00000.00No

Table 9: Frame Section Properties 01 - General, Part 5 of 6Table 9: Frame Section Properties 01 - General, Part 5 of 6SectionNameAModA2ModA3ModJModI2ModI3ModMMod

60X301.0000001.0000001.0000001.0000001.0000001.0000001.000000FSEC11.0000001.0000001.0000001.0000001.0000001.0000001.000000

Table 9: Frame Section Properties 01 - General, Part 6 of 6Table 9: Frame Section Properties 01 - General, Part 6 of 6SectionNameWModGUIDNotes

60X301.000000

Added 29/06/2015 05:45:09 p. m.FSEC11.000000

Added 29/06/2015 05:41:48 p. m.

Table 10: Frame Section Properties 03 - Concrete BeamTable 10: Frame Section Properties 03 - Concrete BeamSectionNameRebarMatLRebarMatCTopCoverBotCoverTopLeftAreaTopRghtAreaBotLeftAreaBotRghtArea

mmm2m2m2m260X30A615Gr60A615Gr600.0500000.0500000.0000000.0000000.0000000.000000

4. Load patternsThis section provides loading information as applied to the model.

4.1. Definitions

Table 11: Load Pattern DefinitionsTable 11: Load Pattern DefinitionsLoadPatDesignTypeSelfWtMultAutoLoadGUIDNotes

DEADDEAD0.000000

5. Load casesThis section provides load case information.

5.1. Definitions

Table 12: Load Case Definitions, Part 1 of 2Table 12: Load Case Definitions, Part 1 of 2CaseTypeInitialCondModalCaseBaseCaseDesTypeOptDesignTypeDesActOpt

DEADLinStaticZero

Prog DetDEADProg DetMODALLinModalZero

Prog DetOTHERProg Det

Table 12: Load Case Definitions, Part 2 of 2Table 12: Load Case Definitions, Part 2 of 2CaseDesignActAutoTypeRunCaseCaseStatusGUIDNotes

DEADNon-CompositeNoneYesFinished

MODALOtherNoneYesCould Not Start

5.2. Static case load assignments

Table 13: Case - Static 1 - Load AssignmentsTable 13: Case - Static 1 - Load AssignmentsCaseLoadTypeLoadNameLoadSF

DEADLoad patternDEAD1.000000

5.3. Response spectrum case load assignments

Table 14: Function - Response Spectrum - UserTable 14: Function - Response Spectrum - UserNamePeriodAccelFuncDamp

Sec

UNIFRS0.0000001.0000000.050000UNIFRS1.0000001.000000

6. Load combinationsThis section provides load combination information.

Table 15: Combination Definitions, Part 1 of 3Table 15: Combination Definitions, Part 1 of 3ComboNameComboTypeAutoDesignCaseTypeCaseNameScaleFactorSteelDesign

DCON1Linear AddYesLinear StaticDEAD1.400000None

Table 15: Combination Definitions, Part 2 of 3Table 15: Combination Definitions, Part 2 of 3ComboNameCaseNameConcDesignAlumDesignColdDesignGUID

DCON1DEADStrengthNoneNone

Table 15: Combination Definitions, Part 3 of 3Table 15: Combination Definitions, Part 3 of 3ComboNameCaseNameNotes

DCON1DEADDead Only; Strength

7. Structure resultsThis section provides structure results, including items such as structural periods and base reactions.

Figure 2: Deformed shape

7.1. Mass summary

Table 16: Assembled Joint MassesTable 16: Assembled Joint MassesJointMassSourceU1U2U3R1R2R3

Tonf-s2/mTonf-s2/mTonf-s2/mTonf-m-s2Tonf-m-s2Tonf-m-s21MSSSRC10.180.180.180.000000.000000.000002MSSSRC10.180.180.180.000000.000000.00000

7.2. Base reactions

Table 17: Base Reactions, Part 1 of 3Table 17: Base Reactions, Part 1 of 3OutputCaseCaseTypeGlobalFXGlobalFYGlobalFZGlobalMXGlobalMYGlobalMZGlobalX

TonfTonfTonfTonf-mTonf-mTonf-mmDEADLinStatic0.00000.000024.00000.000007.105E-150.000000.00000

Table 17: Base Reactions, Part 2 of 3Table 17: Base Reactions, Part 2 of 3OutputCaseGlobalYGlobalZXCentroidFXYCentroidFXZCentroidFXXCentroidFYYCentroidFYZCentroidFY

mmmmmmmmDEAD0.000000.000000.000000.000000.000000.000000.000000.00000

Table 17: Base Reactions, Part 3 of 3Table 17: Base Reactions, Part 3 of 3OutputCaseXCentroidFZYCentroidFZZCentroidFZ

mmmDEAD1.184E-150.000000.00000

8. Joint resultsThis section provides joint results, including items such as displacements and reactions.

Table 18: Joint DisplacementsTable 18: Joint DisplacementsJointOutputCaseCaseTypeU1U2U3R1R2R3

mmmRadiansRadiansRadians1DEADLinStatic0.0000000.0000000.0000000.0000000.0000000.0000002DEADLinStatic0.0000000.0000000.0000000.0000000.0000000.000000

Table 19: Joint ReactionsTable 19: Joint ReactionsJointOutputCaseCaseTypeF1F2F3M1M2M3

TonfTonfTonfTonf-mTonf-mTonf-m1DEADLinStatic0.00000.000012.00000.00000-16.000000.000002DEADLinStatic0.00000.000012.00000.0000016.000000.00000

9. Frame resultsThis section provides frame force results.

Table 20: Element Forces - Frames, Part 1 of 2Table 20: Element Forces - Frames, Part 1 of 2FrameStationOutputCaseCaseTypePV2V3TM2

m

TonfTonfTonfTonf-mTonf-m10.00000DEADLinStatic0.0000-12.00000.00000.000000.0000010.50000DEADLinStatic0.0000-10.50000.00000.000000.0000011.00000DEADLinStatic0.0000-9.00000.00000.000000.0000011.50000DEADLinStatic0.0000-7.50000.00000.000000.0000012.00000DEADLinStatic0.0000-6.00000.00000.000000.0000012.50000DEADLinStatic0.0000-4.50000.00000.000000.0000013.00000DEADLinStatic0.0000-3.00000.00000.000000.0000013.50000DEADLinStatic0.0000-1.50000.00000.000000.0000014.00000DEADLinStatic0.00003.553E-150.00000.000000.0000014.50000DEADLinStatic0.00001.50000.00000.000000.0000015.00000DEADLinStatic0.00003.00000.00000.000000.0000015.50000DEADLinStatic0.00004.50000.00000.000000.0000016.00000DEADLinStatic0.00006.00000.00000.000000.0000016.50000DEADLinStatic0.00007.50000.00000.000000.0000017.00000DEADLinStatic0.00009.00000.00000.000000.0000017.50000DEADLinStatic0.000010.50000.00000.000000.0000018.00000DEADLinStatic0.000012.00000.00000.000000.00000

Table 20: Element Forces - Frames, Part 2 of 2Table 20: Element Forces - Frames, Part 2 of 2FrameStationOutputCaseM3FrameElemElemStation

m

Tonf-m

m10.00000DEAD-16.000001-10.0000010.50000DEAD-10.375001-10.5000011.00000DEAD-5.500001-11.0000011.50000DEAD-1.375001-11.5000012.00000DEAD2.000001-12.0000012.50000DEAD4.625001-12.5000013.00000DEAD6.500001-13.0000013.50000DEAD7.625001-13.5000014.00000DEAD8.000001-14.0000014.50000DEAD7.625001-14.5000015.00000DEAD6.500001-15.0000015.50000DEAD4.625001-15.5000016.00000DEAD2.000001-16.0000016.50000DEAD-1.375001-16.5000017.00000DEAD-5.500001-17.0000017.50000DEAD-10.375001-17.5000018.00000DEAD-16.000001-18.00000

10. Material take-offThis section provides a material take-off.

Table 21: Material List 2 - By Section PropertyTable 21: Material List 2 - By Section PropertySectionObjectTypeNumPiecesTotalLengthTotalWeight

mTonf60X30Frame18.000003.4560

11. Design preferencesThis section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.

11.1. Aluminum design

Table 22: Preferences - Aluminum Design - AA-ASD 2000Table 22: Preferences - Aluminum Design - AA-ASD 2000THDesignFrameTypeSRatioLimitMaxIterLatFactUseLatFactBridge

EnvelopesMoment Frame1.00000011.333333NoNo

11.2. Cold formed design

Table 23: Preferences - Cold Formed Design - AISI-ASD96, Part 1 of 2Table 23: Preferences - Cold Formed Design - AISI-ASD96, Part 1 of 2THDesignFrameTypeSRatioLimitMaxIterOmegaBSOmegaBUSOmegaBLTBOmegaVSOmegaVNS

EnvelopesBraced Frame1.00000011.6700001.6700001.6700001.6700001.500000

Table 23: Preferences - Cold Formed Design - AISI-ASD96, Part 2 of 2Table 23: Preferences - Cold Formed Design - AISI-ASD96, Part 2 of 2OmegaTOmegaC

1.6700001.800000