Ejemplo 6_SAP2000

License #23DF5

SAP2000 Analysis ReportPrepared by

Familia SQ Model Name: EJEMPLO_6.sdb

18 junio 2012

EJEMPLO_6.sdb List of Tables

SAP2000 v15.0.0 - License #23DF5 18 junio 2012

Contents

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1. Model geometry........................................................................................................................................................................... 5 1.1. Joint coordinates................................................................................................................................................................. 5 1.2. Joint restraints..................................................................................................................................................................... 5 1.3. Element connectivity.......................................................................................................................................................... 6 2. Material properties....................................................................................................................................................................... 7 3. Section properties........................................................................................................................................................................ 7 3.1. Frames................................................................................................................................................................................. 7 4. Load patterns............................................................................................................................................................................... 8 4.1. Definitions............................................................................................................................................................................ 8 5. Load cases................................................................................................................................................................................... 8 5.1. Definitions............................................................................................................................................................................ 9 5.2. Static case load assignments........................................................................................................................................... 9 5.3. Response spectrum case load assignments.................................................................................................................. 9 6. Structure results........................................................................................................................................................................... 9 6.1. Mass summary.................................................................................................................................................................. 10 6.2. Base reactions.................................................................................................................................................................. 10 7. Joint results................................................................................................................................................................................. 11 8. Frame results............................................................................................................................................................................. 11 9. Material take-off......................................................................................................................................................................... 14 10. Design preferences................................................................................................................................................................. 14 10.1. Steel design.................................................................................................................................................................... 15 10.2. Concrete design............................................................................................................................................................. 15 10.3. Aluminum design............................................................................................................................................................ 15 10.4. Cold formed design........................................................................................................................................................ 16

List of FiguresFigure 1: Finite element model...................................................................................................................................................... 5 Figure 2: Deformed shape............................................................................................................................................................ 10

List of TablesTable 1: Joint Coordinates.............................................................................................................................................................. 5 Table 2: Joint Restraint Assignments............................................................................................................................................ 6 Table 3: Connectivity - Frame........................................................................................................................................................ 6

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Table 4: Frame Section Assignments........................................................................................................................................... 6 Table 5: Frame Release Assignments 1 - General, Part 1 of 2................................................................................................ 6 Table 5: Frame Release Assignments 1 - General, Part 2 of 2................................................................................................ 6 Table 6: Material Properties 02 - Basic Mechanical Properties................................................................................................ 7 Table 7: Material Properties 03a - Steel Data.............................................................................................................................. 7 Table 8: Material Properties 03b - Concrete Data...................................................................................................................... 7 Table 9: Frame Section Properties 01 - General, Part 1 of 4.................................................................................................... 7 Table 9: Frame Section Properties 01 - General, Part 2 of 4.................................................................................................... 8 Table 9: Frame Section Properties 01 - General, Part 3 of 4.................................................................................................... 8 Table 9: Frame Section Properties 01 - General, Part 4 of 4.................................................................................................... 8 Table 10: Frame Property Modifiers.............................................................................................................................................. 8 Table 11: Load Pattern Definitions................................................................................................................................................. 8 Table 12: Load Case Definitions.................................................................................................................................................... 9 Table 13: Case - Static 1 - Load Assignments............................................................................................................................ 9 Table 14: Function - Response Spectrum - User........................................................................................................................ 9 Table 15: Assembled Joint Masses............................................................................................................................................. 10 Table 16: Base Reactions............................................................................................................................................................. 10 Table 17: Joint Displacements..................................................................................................................................................... 11 Table 18: Joint Reactions.............................................................................................................................................................. 11 Table 19: Element Forces - Frames, Part 1 of 4....................................................................................................................... 11 Table 19: Element Forces - Frames, Part 2 of 4....................................................................................................................... 12 Table 19: Element Forces - Frames, Part 3 of 4....................................................................................................................... 13 Table 19: Element Forces - Frames, Part 4 of 4....................................................................................................................... 13 Table 20: Material List 2 - By Section Property......................................................................................................................... 14 Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 .......................................................................... 15 Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 .......................................................................... 15 Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 .......................................................................... 15 Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2..................................................................... 15 Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2..................................................................... 15 Table 23: Preferences - Aluminum Design - AA-ASD 2000.................................................................................................... 15 Table 24: Preferences - Cold Formed Design - AISI-ASD96.................................................................................................. 16

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

Z Y X

Figure 1: Finite element model

1.1. Joint coordinatesTable 1: Joint CoordinatesJoint N1 N2 N3 N4 N5 CoordSys GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL Table 1: Joint Coordinates CoordType GlobalX m Cartesian -12.00000 Cartesian -6.00000 Cartesian 0.00000 Cartesian -6.00000 Cartesian 0.00000 GlobalY m 0.00000 0.00000 0.00000 0.00000 0.00000 GlobalZ m 0.00000 0.00000 0.00000 5.00000 8.00000

1.2. Joint restraints

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Table 2: Joint Restraint AssignmentsJoint N3 N5 U1 Yes Yes Table 2: Joint Restraint Assignments U2 U3 R1 Yes Yes Yes Yes No No R2 No No R3 No No

1.3. Element connectivityTable 3: Connectivity - FrameFrame 3 5 6 11 12 13 14 Table 3: Connectivity - Frame JointI JointJ N3 N1 N2 N2 N1 N4 N4 N5 N2 N3 N5 N4 N2 N5 Length m 8.00000 6.00000 6.00000 10.00000 7.81025 5.00000 6.70820

Table 4: Frame Section AssignmentsFrame 3 5 6 11 12 13 14 Table 4: Frame Section Assignments AnalSect DesignSect FSEC1 FSEC1 FSEC1 FSEC1 FSEC1 FSEC1 FSEC1 N.A. N.A. N.A. N.A. N.A. N.A. N.A. MatProp Default Default Default Default Default Default Default

Table 5: Frame Release Assignments 1 - General, Part 1 of 2Frame 3 5 6 11 12 13 14 Table 5: Frame Release Assignments 1 - General, Part 1 of 2 PI V2I V3I TI M2I No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No M3I Yes Yes Yes Yes Yes Yes Yes

Table 5: Frame Release Assignments 1 - General, Part 2 of 2Frame Table 5: Frame Release Assignments 1 - General, Part 2 of 2 PJ V2J V3J TJ M2J M3J

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EJEMPLO_6.sdb List of Tables3 5 6 11 12 13 14 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes


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

Table 6: Material Properties 02 - Basic Mechanical PropertiesMaterial 4000Psi A992Fy50 Table 6: Material Properties 02 - Basic Mechanical Properties UnitWeight UnitMass E1 G12 U12 Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 2.4028E+03 2.4501E+02 25345635 10560681 0.200000 64 52 7.8490E+03 8.0038E+02 2.039E+10 78419304 0.300000 45 A1 1/C 9.9000E-06 1.1700E-05

Table 7: Material Properties 03a - Steel DataTable 7: Material Properties 03a - Steel Data Material Fy Fu FinalSlope Kgf/m2 Kgf/m2 A992Fy50 35153481.31 45699525.70 -0.100000

Table 8: Material Properties 03b - Concrete DataTable 8: Material Properties 03b - Concrete Data Material Fc FinalSlope Kgf/m2 4000Psi 2812278.50 -0.100000

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

3.1. FramesTable 9: Frame Section Properties 01 - General, Part 1 of 4SectionName FSEC1 Material A992Fy50 Table 9: Frame Section Properties 01 - General, Part 1 of 4 Shape t3 t2 tf m m m I/Wide Flange 0.304800 0.127000 0.009652 tw m 0.006350 t2b m 0.127000 tfb m 0.009652

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Table 9: Frame Section Properties 01 - General, Part 2 of 4SectionName FSEC1 Table 9: Frame Section Properties 01 - General, Part 2 of 4 Area TorsConst I33 I22 AS2 m2 m4 m4 m4 m2 0.004265 9.651E-08 0.000066 3.301E-06 0.001935 AS3 m2 0.002043

Table 9: Frame Section Properties 01 - General, Part 3 of 4SectionName FSEC1 Table 9: Frame Section Properties 01 - General, Part 3 of 4 S33 S22 Z33 Z22 R33 m3 m3 m3 m3 m 0.000431 0.000052 0.000491 0.000081 0.124145 R22 m 0.027823

Table 9: Frame Section Properties 01 - General, Part 4 of 4SectionName FSEC1 AMod 1.000000 Table 9: Frame Section Properties 01 - General, Part 4 of 4 A2Mod A3Mod JMod I2Mod I3Mod 1.000000 1.000000 1.000000 1.000000 1.000000 MMod 1.000000 WMod 1.000000

Table 10: Frame Property ModifiersFrame 3 5 6 11 12 13 14 AMod 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 AS2Mod 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Table 10: Frame Property Modifiers AS3Mod JMod I22Mod 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 I33Mod 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 MassMod 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 WeightMod 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

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

4.1. DefinitionsTable 11: Load Pattern DefinitionsLoadPat DEAD Table 11: Load Pattern Definitions DesignType SelfWtMult DEAD 0.000000 AutoLoad

5. Load casesThis section provides load case information.

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5.1. DefinitionsTable 12: Load Case DefinitionsCase DEAD Type LinStatic Table 12: Load Case Definitions InitialCond ModalCase BaseCase Zero DesActOpt Prog Det DesignAct NonComposite

5.2. Static case load assignmentsTable 13: Case - Static 1 - Load AssignmentsCase DEAD Table 13: Case - Static 1 - Load Assignments LoadType LoadName LoadSF Load pattern DEAD 1.000000

5.3. Response spectrum case load assignmentsTable 14: Function - Response Spectrum - UserTable 14: Function - Response Spectrum - User Name Period Accel FuncDamp Sec UNIFRS 0.000000 1.000000 0.050000 UNIFRS 1.000000 1.000000

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

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Z Y X

Figure 2: Deformed shape

6.1. Mass summaryTable 15: Assembled Joint MassesJoint N1 N2 N3 N4 N5 U1 Kgf-s2/m 0.00 0.00 0.00 0.00 0.00 Table 15: Assembled Joint Masses U2 U3 R1 Kgf-s2/m Kgf-s2/m Kgf-m-s2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 R2 Kgf-m-s2 0.00 0.00 0.00 0.00 0.00 R3 Kgf-m-s2 0.00 0.00 0.00 0.00 0.00

6.2. Base reactionsTable 16: Base ReactionsOutputCase DEAD GlobalFX Kgf 3.638E-12 Table 16: Base Reactions GlobalFY GlobalFZ GlobalMX Kgf Kgf Kgf-m 0.00 20000.00 0.00 GlobalMY Kgf-m 180000.00 GlobalMZ Kgf-m 0.00

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

Table 17: Joint DisplacementsJoint N1 N2 N3 N4 N5 OutputCase DEAD DEAD DEAD DEAD DEAD U1 m 0.002381 0.001553 0.000000 0.000798 0.000000 Table 17: Joint Displacements U2 U3 m m 0.000000 -0.008001 0.000000 -0.003680 0.000000 0.000000 0.000000 -0.003910 0.000000 0.000000 R1 Radians 0.000000 0.000000 0.000000 0.000000 0.000000 R2 Radians 0.000000 0.000000 0.000000 0.000000 0.000000 R3 Radians 0.000000 0.000000 0.000000 0.000000 0.000000

Table 18: Joint ReactionsJoint N3 N5 OutputCase DEAD DEAD F1 Kgf -22500.00 22500.00 Table 18: Joint Reactions F2 F3 Kgf Kgf 0.00 0.00 0.00 20000.00 M1 Kgf-m 0.00 0.00 M2 Kgf-m 0.00 0.00 M3 Kgf-m 0.00 0.00

8. Frame resultsThis section provides frame force results.

Table 19: Element Forces - Frames, Part 1 of 4Frame 3 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 Table 19: Element Forces - Frames, Part 1 of 4 Station OutputCase P V2 m Kgf Kgf 0.00000 DEAD 0.00 0.00 4.00000 DEAD 0.00 0.00 8.00000 DEAD 0.00 0.00 0.00000 DEAD -12000.00 0.00 0.50000 DEAD -12000.00 0.00 1.00000 DEAD -12000.00 0.00 1.50000 DEAD -12000.00 0.00 2.00000 DEAD -12000.00 0.00 2.50000 DEAD -12000.00 0.00 3.00000 DEAD -12000.00 0.00 3.50000 DEAD -12000.00 0.00 4.00000 DEAD -12000.00 0.00 4.50000 DEAD -12000.00 0.00 5.00000 DEAD -12000.00 0.00 5.50000 DEAD -12000.00 0.00 6.00000 DEAD -12000.00 0.00 0.00000 DEAD -22500.00 0.00 0.50000 DEAD -22500.00 0.00 1.00000 DEAD -22500.00 0.00 1.50000 DEAD -22500.00 0.00 2.00000 DEAD -22500.00 0.00 2.50000 DEAD -22500.00 0.00 3.00000 DEAD -22500.00 0.00 3.50000 DEAD -22500.00 0.00 4.00000 DEAD -22500.00 0.00 V3 Kgf 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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EJEMPLO_6.sdb List of Tables6 6 6 6 11 11 11 12 12 12 13 13 13 14 14 14 4.50000 5.00000 5.50000 6.00000 0.00000 5.00000 10.00000 0.00000 3.90512 7.81025 0.00000 2.50000 5.00000 0.00000 3.35410 6.70820 DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD -22500.00 -22500.00 -22500.00 -22500.00 17500.00 17500.00 17500.00 15620.50 15620.50 15620.50 -4000.00 -4000.00 -4000.00 13416.41 13416.41 13416.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


Table 19: Element Forces - Frames, Part 2 of 4Frame 3 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 11 11 11 12 12 12 13 13 13 14 Station m 0.00000 4.00000 8.00000 0.00000 0.50000 1.00000 1.50000 2.00000 2.50000 3.00000 3.50000 4.00000 4.50000 5.00000 5.50000 6.00000 0.00000 0.50000 1.00000 1.50000 2.00000 2.50000 3.00000 3.50000 4.00000 4.50000 5.00000 5.50000 6.00000 0.00000 5.00000 10.00000 0.00000 3.90512 7.81025 0.00000 2.50000 5.00000 0.00000 Table 19: Element Forces - Frames, Part 2 of 4 OutputCase T M2 S11Max Kgf-m Kgf-m Kgf/m2 DEAD 0.00 0.00 0.00 DEAD 0.00 0.00 0.00 DEAD 0.00 0.00 0.00 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -2813923.93 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 -5276107.38 DEAD 0.00 0.00 4103639.07 DEAD 0.00 0.00 4103639.07 DEAD 0.00 0.00 4103639.07 DEAD 0.00 0.00 3662908.08 DEAD 0.00 0.00 3662908.08 DEAD 0.00 0.00 3662908.08 DEAD 0.00 0.00 -937974.64 DEAD 0.00 0.00 -937974.64 DEAD 0.00 0.00 -937974.64 DEAD 0.00 0.00 3146062.60 M3 Kgf-m 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PtS11Max 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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EJEMPLO_6.sdb List of Tables14 14 3.35410 6.70820 DEAD DEAD 0.00 0.00 0.00 0.00 3146062.60 3146062.60

SAP2000 v15.0.0 - License #23DF5 18 junio 20120.00 0.00 0 0

Table 19: Element Forces - Frames, Part 3 of 4Frame 3 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 11 11 11 12 12 12 13 13 13 14 14 14 Station m 0.00000 4.00000 8.00000 0.00000 0.50000 1.00000 1.50000 2.00000 2.50000 3.00000 3.50000 4.00000 4.50000 5.00000 5.50000 6.00000 0.00000 0.50000 1.00000 1.50000 2.00000 2.50000 3.00000 3.50000 4.00000 4.50000 5.00000 5.50000 6.00000 0.00000 5.00000 10.00000 0.00000 3.90512 7.81025 0.00000 2.50000 5.00000 0.00000 3.35410 6.70820 Table 19: Element Forces - Frames, Part 3 of 4 OutputCase x2S11Max x3S11Max S11Min m m Kgf/m2 DEAD 0.000000 0.000000 0.00 DEAD 0.000000 0.000000 0.00 DEAD 0.000000 0.000000 0.00 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -2813923.93 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 -5276107.38 DEAD 0.000000 0.000000 4103639.07 DEAD 0.000000 0.000000 4103639.07 DEAD 0.000000 0.000000 4103639.07 DEAD 0.000000 0.000000 3662908.08 DEAD 0.000000 0.000000 3662908.08 DEAD 0.000000 0.000000 3662908.08 DEAD 0.000000 0.000000 -937974.64 DEAD 0.000000 0.000000 -937974.64 DEAD 0.000000 0.000000 -937974.64 DEAD 0.000000 0.000000 3146062.60 DEAD 0.000000 0.000000 3146062.60 DEAD 0.000000 0.000000 3146062.60 PtS11Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 x2S11Min m 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

Table 19: Element Forces - Frames, Part 4 of 4Table 19: Element Forces - Frames, Part 4 of 4 Frame Station OutputCase x3S11Min m m 3 0.00000 DEAD 0.000000 3 4.00000 DEAD 0.000000 3 8.00000 DEAD 0.000000 5 0.00000 DEAD 0.000000 5 0.50000 DEAD 0.000000

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EJEMPLO_6.sdb List of Tables5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 11 11 11 12 12 12 13 13 13 14 14 14 1.00000 1.50000 2.00000 2.50000 3.00000 3.50000 4.00000 4.50000 5.00000 5.50000 6.00000 0.00000 0.50000 1.00000 1.50000 2.00000 2.50000 3.00000 3.50000 4.00000 4.50000 5.00000 5.50000 6.00000 0.00000 5.00000 10.00000 0.00000 3.90512 7.81025 0.00000 2.50000 5.00000 0.00000 3.35410 6.70820 DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000


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

Table 20: Material List 2 - By Section PropertySection FSEC1 Table 20: Material List 2 - By Section Property ObjectType NumPieces TotalLength m Frame 7 49.51845 TotalWeight Kgf 0.00

10. 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.

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10.1. Steel designTable 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3FrameType Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 PatLLF SRatioLim SDC ImpFactor SystemRh SystemSd it o s 0.750000 0.950000 D 1.000000 1.000000 0.500000 SystemR SystemCd

SMF

8.000000

5.500000

Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3Omega0 Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolle dI 0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 PhiVT

3.000000

0.900000

Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3PlugWeld Table 21: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 HSSWeldi HSSRedu DLRat SDLAndLLRat LLRat TotalRat ng ceT ERW No 120.00000 0 120.000000 360.00000 0 240.00000 0 NetRat

Yes

240.00000 0

10.2. Concrete designTable 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 MinEccen PatLLF UFLimit SeisCat PhiT Yes 0.750000 0.950000 D 0.900000

Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 22: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 PhiCTied PhiCSpiral PhiV PhiVSeismi PhiVJoint c 0.650000 0.700000 0.750000 0.600000 0.850000

10.3. Aluminum designTable 23: Preferences - Aluminum Design - AA-ASD 2000Table 23: Preferences - Aluminum Design - AA-ASD 2000 FrameType SRatioLimit LatFact UseLatFact

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EJEMPLO_6.sdb List of TablesMoment Frame 1.000000 1.333333 No


10.4. Cold formed designTable 24: Preferences - Cold Formed Design - AISI-ASD96FrameType SRatioLim it 1.000000 Table 24: Preferences - Cold Formed Design - AISI-ASD96 OmegaBS OmegaBU OmegaBL OmegaVS OmegaVN S TB S 1.670000 1.670000 1.670000 1.670000 1.500000 OmegaT OmegaC

Braced Frame

1.670000

1.800000

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Ejemplo 6_SAP2000