Reporte Cercha

License #28B56

SAP2000 Analysis Report

Prepared by

mafalda

Model Name: CERHCA.sdb

24 noviembre 2014

CERHCA.sdb SAP2000 v15.0.0 - License #28B56Contents 24 noviembre 2014

Contents

mafalda Page 2 of 14


1. Model geometry......................................................................................................................................................... 5 1.1. Joint coordinates............................................................................................................................................... 5 1.2. Joint restraints................................................................................................................................................... 5 1.3. Element connectivity.......................................................................................................................................... 62. Material properties..................................................................................................................................................... 63. Section properties...................................................................................................................................................... 7 3.1. Frames.............................................................................................................................................................. 74. Load patterns............................................................................................................................................................. 8 4.1. Definitions.......................................................................................................................................................... 85. Load cases................................................................................................................................................................ 8 5.1. Definitions.......................................................................................................................................................... 8 5.2. Static case load assignments............................................................................................................................ 8 5.3. Response spectrum case load assignments..................................................................................................... 96. Structure results........................................................................................................................................................ 9 6.1. Mass summary.................................................................................................................................................. 9 6.2. Base reactions................................................................................................................................................. 107. Joint results............................................................................................................................................................. 108. Frame results........................................................................................................................................................... 109. Material take-off....................................................................................................................................................... 1310. Design preferences............................................................................................................................................... 13 10.1. Steel design................................................................................................................................................... 13 10.2. Concrete design............................................................................................................................................. 14 10.3. Aluminum design........................................................................................................................................... 14 10.4. Cold formed design........................................................................................................................................ 14

List of FiguresFigure 1: Finite element model...................................................................................................................................... 5Figure 2: Deformed shape............................................................................................................................................. 9

List of Tables



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



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

XY XZ

YZ

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint CoordinatesTable 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m

1 GLOBAL Cartesian -2.10000 0.00000 0.00000

2 GLOBAL Cartesian -2.10000 0.00000 5.80000

3 GLOBAL Cartesian 2.10000 0.00000 0.00000

4 GLOBAL Cartesian 2.10000 0.00000 5.80000

1.2. Joint restraints

Table 2: Joint Restraint AssignmentsTable 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3



1 No No Yes No No No

2 Yes Yes Yes No No No

1.3. Element connectivity

Table 3: Connectivity - FrameTable 3: Connectivity - Frame

Frame JointI JointJ Length

m

1 1 2 5.80000

2 3 4 5.80000

3 1 3 4.20000

4 2 4 4.20000

5 1 4 7.16101

6 3 2 7.16101

Table 4: Frame Section AssignmentsTable 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 CRCHA N.A. Default






Table 5: Frame Release Assignments 1 - General, Part 1 of 2Table 5: Frame Release Assignments 1 - General, Part 1 of 2

Frame PI V2I V3I TI M2I M3I

5 No No No Yes No Yes

6 No No No Yes No Yes

Table 5: Frame Release Assignments 1 - General, Part 2 of 2Table 5: Frame Release Assignments 1 - General, Part 2 of 2

Frame PJ V2J V3J TJ M2J M3J

5 No No No No No Yes

6 No No No No No Yes

2. 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 Properties

Material UnitWeight UnitMass E1 G12 U12 A1

KN/m3 KN-s2/m4 KN/m2 KN/m2 1/C

4000Psi 2.3563E+01 2.4028E+00 24855578.28 10356490.95 0.200000 9.9000E-06

A992Fy50 7.6973E+01 7.8490E+00 199947978.8 76903068.77 0.300000 1.1700E-05

cercha 7.6973E+01 7.8490E+00 200000000.0 76923076.92 0.300000 1.1700E-05

MAT 7.6973E+01 7.8490E+00 200000000.0 76923076.92 0.300000 1.1700E-05

Table 7: Material Properties 03a - Steel DataTable 7: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

KN/m2 KN/m2

A992Fy50 344737.89 448159.26 -0.100000

Table 8: Material Properties 03b - Concrete DataTable 8: Material Properties 03b - Concrete Data

Material Fc FinalSlope

KN/m2

4000Psi 27579.03 -0.100000

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 4Table 9: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 tf tw t2b tfb

m m m m m m

CRCHA cercha General 0.457200 0.254000

FSEC1 A992Fy50 I/Wide Flange 0.304800 0.127000 0.009652 0.006350 0.127000 0.009652


SectionName Area TorsConst I33 I22 AS2 AS3

m2 m4 m4 m4 m2 m2

CRCHA 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FSEC1 0.004265 9.651E-08 0.000066 3.301E-06 0.001935 0.002043


SectionName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

CRCHA 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000



FSEC1 0.000431 0.000052 0.000491 0.000081 0.124145 0.027823


SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

CRCHA 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

FSEC1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

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

4.1. Definitions

Table 10: Load Pattern DefinitionsTable 10: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

VIVA LIVE 0.000000

5. Load casesThis section provides load case information.

5.1. Definitions

Table 11: Load Case DefinitionsTable 11: Load Case Definitions

Case Type InitialCond ModalCase BaseCase DesActOpt DesignAct

DEAD LinStatic Zero Prog Det Non-Composite

MODAL LinModal Zero Prog Det Other

VIVA LinStatic Zero Prog Det Short-TermComposite

5.2. Static case load assignments

Table 12: Case - Static 1 - Load AssignmentsTable 12: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000000

VIVA Load pattern VIVA 1.000000



5.3. Response spectrum case load assignments

Table 13: Function - Response Spectrum - UserTable 13: 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.

XY XZ

YZ

Figure 2: Deformed shape

6.1. Mass summary

Table 14: Assembled Joint MassesTable 14: Assembled Joint Masses

Joint U1 U2 U3 R1 R2 R3

KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2

1 67.35 67.35 67.35 0.0000 0.0000 0.0000

2 67.35 67.35 67.35 0.0000 0.0000 0.0000

3 67.35 67.35 67.35 0.0000 0.0000 0.0000

4 67.35 67.35 67.35 0.0000 0.0000 0.0000



6.2. Base reactions

Table 15: Base ReactionsTable 15: Base Reactions

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

KN KN KN KN-m KN-m KN-m

VIVA 6.902 0.000 2.250 0.0000 44.7584 0.0000

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

Table 16: Joint DisplacementsTable 16: Joint Displacements

Joint OutputCase U1 U2 U3 R1 R2 R3

m m m Radians Radians Radians

1 VIVA -255433114 0.000000 0.000000 0.000000 44040192.0 0.000000

2 VIVA 0.000000 0.000000 0.000000 0.000000 44040192.0 0.000000

3 VIVA -255433114 0.000000 -184968806 0.000000 44040192.0 0.000000

4 VIVA -1.397E-07 0.000000 -184968806 0.000000 44040192.0 0.000000

Table 17: Joint ReactionsTable 17: Joint Reactions

Joint OutputCase F1 F2 F3 M1 M2 M3

KN KN KN KN-m KN-m KN-m

1 VIVA 0.000 0.000 1.500 0.0000 0.0000 0.0000

2 VIVA 6.902 0.000 0.750 0.0000 0.0000 0.0000

8. Frame resultsThis section provides frame force results.

Table 18: Element Forces - Frames, Part 1 of 4Table 18: Element Forces - Frames, Part 1 of 4

Frame Station OutputCase P V2 V3

m KN KN KN

1 0.00000 VIVA 0.000 0.250 0.000

1 2.90000 VIVA 0.000 0.250 0.000

1 5.80000 VIVA 0.000 0.250 0.000

2 0.00000 VIVA 4.000 -0.625 0.000

2 2.90000 VIVA 4.000 -0.625 0.000

2 5.80000 VIVA 4.000 -0.625 0.000

3 0.00000 VIVA 0.000 0.000 0.000

3 0.46667 VIVA 0.000 0.000 0.000

3 0.93333 VIVA 0.000 0.000 0.000

3 1.40000 VIVA 0.000 0.000 0.000



3 1.86667 VIVA 0.000 0.000 0.000

3 2.33333 VIVA 0.000 0.000 0.000

3 2.80000 VIVA 0.000 0.000 0.000

3 3.26667 VIVA 0.000 0.000 0.000

3 3.73333 VIVA 0.000 0.000 0.000

3 4.20000 VIVA 0.000 0.000 0.000

4 0.00000 VIVA -6.652 0.250 0.000

4 0.46667 VIVA -6.652 0.250 0.000

4 0.93333 VIVA -6.652 0.250 0.000

4 1.40000 VIVA -6.652 0.250 0.000

4 1.86667 VIVA -6.652 0.250 0.000

4 2.33333 VIVA -6.652 0.250 0.000

4 2.80000 VIVA -6.652 0.250 0.000

4 3.26667 VIVA -6.652 0.250 0.000

4 3.73333 VIVA -6.652 0.250 0.000

4 4.20000 VIVA -6.652 0.250 0.000

5 0.00000 VIVA -2.000 0.000 0.000

5 3.58050 VIVA -2.000 0.000 0.000

5 7.16101 VIVA -2.000 0.000 0.000

6 0.00000 VIVA 1.665 0.000 0.000

6 3.58050 VIVA 1.665 0.000 0.000

6 7.16101 VIVA 1.665 0.000 0.000


Frame Station OutputCase T M2 S11Max M3 PtS11Max

m KN-m KN-m KN/m2 KN-m

1 0.00000 VIVA 0.0000 0.0000 2.858E-02 0.1250 1

1 2.90000 VIVA 0.0000 0.0000 0.14 -0.6000 3

1 5.80000 VIVA 0.0000 0.0000 0.30 -1.3250 3

2 0.00000 VIVA 0.0000 0.0000 4.57 -2.5000 3

2 2.90000 VIVA 0.0000 0.0000 4.16 -0.6875 3

2 5.80000 VIVA 0.0000 0.0000 4.26 1.1250 1

3 0.00000 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 0.46667 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 0.93333 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 1.40000 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 1.86667 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 2.33333 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 2.80000 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 3.26667 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 3.73333 VIVA 0.0000 0.0000 0.11 -0.5000 3

3 4.20000 VIVA 0.0000 0.0000 0.11 -0.5000 3

4 0.00000 VIVA 0.0000 0.0000 -6.65 0.0000 0

4 0.46667 VIVA 0.0000 0.0000 -6.63 -0.1167 3

4 0.93333 VIVA 0.0000 0.0000 -6.60 -0.2333 3

4 1.40000 VIVA 0.0000 0.0000 -6.57 -0.3500 3

4 1.86667 VIVA 0.0000 0.0000 -6.55 -0.4667 3

4 2.33333 VIVA 0.0000 0.0000 -6.52 -0.5833 3

4 2.80000 VIVA 0.0000 0.0000 -6.49 -0.7000 3

4 3.26667 VIVA 0.0000 0.0000 -6.47 -0.8167 3

4 3.73333 VIVA 0.0000 0.0000 -6.44 -0.9333 3

4 4.20000 VIVA 0.0000 0.0000 -6.41 -1.0500 3

5 0.00000 VIVA 0.0000 0.0000 -2.00 0.0000 0

5 3.58050 VIVA 0.0000 0.0000 -2.00 0.0000 0

5 7.16101 VIVA 0.0000 0.0000 -2.00 0.0000 0

6 0.00000 VIVA 0.0000 0.0000 1.66 0.0000 0

6 3.58050 VIVA 0.0000 0.0000 1.66 0.0000 0

6 7.16101 VIVA 0.0000 0.0000 1.66 0.0000 0




Frame Station OutputCase x2S11Max x3S11Max S11Min PtS11Min x2S11Min

m m m KN/m2 m

1 0.00000 VIVA -0.228600 -0.127000 -2.858E-02 3 0.228600

1 2.90000 VIVA 0.228600 -0.127000 -0.14 1 -0.228600

1 5.80000 VIVA 0.228600 -0.127000 -0.30 1 -0.228600

2 0.00000 VIVA 0.228600 -0.127000 3.43 1 -0.228600

2 2.90000 VIVA 0.228600 -0.127000 3.84 1 -0.228600

2 5.80000 VIVA -0.228600 -0.127000 3.74 3 0.228600

3 0.00000 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 0.46667 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 0.93333 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 1.40000 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 1.86667 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 2.33333 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 2.80000 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 3.26667 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 3.73333 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

3 4.20000 VIVA 0.228600 -0.127000 -0.11 1 -0.228600

4 0.00000 VIVA 0.000000 0.000000 -6.65 0 0.000000

4 0.46667 VIVA 0.228600 -0.127000 -6.68 1 -0.228600

4 0.93333 VIVA 0.228600 -0.127000 -6.71 1 -0.228600

4 1.40000 VIVA 0.228600 -0.127000 -6.73 1 -0.228600

4 1.86667 VIVA 0.228600 -0.127000 -6.76 1 -0.228600

4 2.33333 VIVA 0.228600 -0.127000 -6.79 1 -0.228600

4 2.80000 VIVA 0.228600 -0.127000 -6.81 1 -0.228600

4 3.26667 VIVA 0.228600 -0.127000 -6.84 1 -0.228600

4 3.73333 VIVA 0.228600 -0.127000 -6.87 1 -0.228600

4 4.20000 VIVA 0.228600 -0.127000 -6.89 1 -0.228600

5 0.00000 VIVA 0.000000 0.000000 -2.00 0 0.000000

5 3.58050 VIVA 0.000000 0.000000 -2.00 0 0.000000

5 7.16101 VIVA 0.000000 0.000000 -2.00 0 0.000000

6 0.00000 VIVA 0.000000 0.000000 1.66 0 0.000000

6 3.58050 VIVA 0.000000 0.000000 1.66 0 0.000000

6 7.16101 VIVA 0.000000 0.000000 1.66 0 0.000000


Frame Station OutputCase x3S11Min

m m

1 0.00000 VIVA -0.127000

1 2.90000 VIVA -0.127000

1 5.80000 VIVA -0.127000

2 0.00000 VIVA -0.127000

2 2.90000 VIVA -0.127000

2 5.80000 VIVA -0.127000

3 0.00000 VIVA -0.127000

3 0.46667 VIVA -0.127000

3 0.93333 VIVA -0.127000

3 1.40000 VIVA -0.127000

3 1.86667 VIVA -0.127000

3 2.33333 VIVA -0.127000

3 2.80000 VIVA -0.127000

3 3.26667 VIVA -0.127000

3 3.73333 VIVA -0.127000

3 4.20000 VIVA -0.127000

4 0.00000 VIVA 0.000000



4 0.46667 VIVA -0.127000

4 0.93333 VIVA -0.127000

4 1.40000 VIVA -0.127000

4 1.86667 VIVA -0.127000

4 2.33333 VIVA -0.127000

4 2.80000 VIVA -0.127000

4 3.26667 VIVA -0.127000

4 3.73333 VIVA -0.127000

4 4.20000 VIVA -0.127000

5 0.00000 VIVA 0.000000

5 3.58050 VIVA 0.000000

5 7.16101 VIVA 0.000000

6 0.00000 VIVA 0.000000

6 3.58050 VIVA 0.000000

6 7.16101 VIVA 0.000000

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

Table 19: Material List 2 - By Section PropertyTable 19: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

m KN

CRCHA Frame 6 34.32201 2641.863

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.

10.1. Steel design

Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3Table 20: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3

FrameType PatLLF SRatioLimit SDC ImpFactor SystemRho SystemSds SystemR SystemCd

SMF 0.750000 0.950000 D 1.000000 1.000000 0.500000 8.000000 5.500000


Omega0 NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT

3.000000 0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000


PlugWeld HSSWelding HSSReduceT DLRat SDLAndLLRat LLRat TotalRat NetRat



Yes ERW No 120.000000 120.000000 360.000000 240.000000 240.000000

10.2. Concrete design

Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2Table 21: 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 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2Table 21: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2

PhiCTied PhiCSpiral PhiV PhiVSeismic PhiVJoint

0.650000 0.700000 0.750000 0.600000 0.850000

10.3. Aluminum design

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

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

10.4. Cold formed design

Table 23: Preferences - Cold Formed Design - AISI-ASD96Table 23: Preferences - Cold Formed Design - AISI-ASD96

FrameType SRatioLimit OmegaBS OmegaBUS OmegaBLTB OmegaVS OmegaVNS OmegaT OmegaC

Braced Frame 1.000000 1.670000 1.670000 1.670000 1.670000 1.500000 1.670000 1.800000


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