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INFORME DE PRÁCTICASDE SAP CABLES Y ARCOS

INSTITUTO TECNOLÓGICO SUPERIOR

DE CINTALAPA

MI. CARLOS ELMER CRUZ SALAZARANALISIS ESTRUCTURAL 

INGENIERÍA CIVIL

6° M

26 de abril del 2016.

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INTRODUCCIÓN

Al realizar las prácticas en SAP se puede conocer el comportamiento de las reacciones

de los arcos, así como también determinar la forma que se comportara al simularlo en el

programa. Al observar sus movimientos se puede conocer donde podrían suceder las

fallas o los desplomes en las estructuras.

Cada cable o arco, pueden ser construidos con las especificaciones indicadas, pero hay

factores que son impredecibles determinar, es por eso que se llevaron a cabo la

elaboración de programas como el SAP, para primero experimentar y después proceder

a llevar a efectuar la construcción. La ventaja de simular antes la estructura permite el

gasto innecesario de la misma empresa y evitar pérdidas humanas.

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RESULTADOS

Model Name: EJERCICIO 1 (ARCO CIRCULAR).sdb  

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

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m1 GLOBAL Cartesian -3.000 3.000 0.0002 GLOBAL Cartesian -2.000 3.000 2.240

3 GLOBAL Cartesian -1.000 3.000 2.8304 GLOBAL Cartesian 0.000 3.000 3.0005 GLOBAL Cartesian 1.000 3.000 2.830

6 GLOBAL Cartesian 2.000 3.000 2.2407 GLOBAL Cartesian 3.000 3.000 0.000

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1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

1 Yes Yes Yes No No No

7 Yes Yes Yes No No No

1.3. Element connectivity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame Joint I Joint J Length

m

1 1 2 2.453

2 2 3 1.1613 3 4 1.014

4 4 5 1.0145 5 6 1.1616 6 7 2.453

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 ARCO ACERO N.A. Default

2 ARCO ACERO N.A. Default3 ARCO ACERO N.A. Default

4 ARCO ACERO N.A. Default5 ARCO ACERO N.A. Default6 ARCO ACERO N.A. Default

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

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

Frame PI V2I V3I TI M2I M3I

3 No No No No No No

4 No No No No No Yes

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

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

Frame PJ V2J V3J TJ M2J M3J

3 No No No No No Yes4 No No No No No No

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

Table 6: Material Properties 02 - Basic Mechanical Properties

Table 6: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Tonf/m3 Tonf-s2/m4 Tonf/m2 Tonf/m2 1/C4000Psi 2.4028E+00 2.4501E-01 2534563.5

411056068.1

420.200000 9.9000E-06

ARCO ACERO 0.0000E+00 0.0000E+00 20389019.16

7841930.445

0.300000 1.1700E-05

Table 7: Material Properties 03a - Steel Data

Table 7: Material Propert ies 03a - Steel Data

Material Fy Fu FinalSlope

Tonf/m2 Tonf/m2

ARCO ACERO 35153.481 45699.526 -0.100000

Table 8: Material Propert ies 03b - Concrete Data

Table 8: Material Properti es 03b - ConcreteData

Material Fc FinalSlope

Tonf/m2

4000Psi 2812.279 -0.100000

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

3.1. Frames

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

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

SectionName Material Shape t3 t2 tf tw t2b

m m m m m

ARCO ACERO ARCO ACERO Box/Tube 0.1524 0.1016 0.0064 0.0064

FSEC1 ARCO ACERO I/Wide Flange 0.3048 0.1270 0.0097 0.0064 0.1270 0.

Table 9: Frame Section Propert ies 01 - General, Part 2 of 4

Table 9: Frame Secti on Proper ties 01 - General, Part 2 of 4

SectionName Area TorsCon st I33 I22 I23 AS2 AS3

m2 m4 m4 m4 m4 m2 m2

ARCO ACERO 3.065E-03 1.019E-05 9.771E-06 5.140E-06 0.00 1.935E-03 1.290E-03FSEC1 4.265E-03 9.651E-08 6.572E-05 3.301E-06 0.00 1.935E-03 2.043E-03

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Table 9: Frame Section Propert ies 01 - General, Part 3 of 4

Table 9: Frame Section Properties 01 - General, Part 3 of 4

Secti onName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

ARCO ACERO 1.282E-04 1.012E-04 1.562E-04 1.173E-04 0.0565 0.0410FSEC1 4.313E-04 5.199E-05 4.912E-04 8.072E-05 0.1241 0.0278

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

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

ARCO ACERO 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000FSEC1 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 Defin itions

Table 10: Load Pattern Definiti ons

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

5. Load casesThis section provides load case information.

5.1. Definitions

Table 11: Load Case Defin itions, Part 1 of 2

Table 11: Load Case Defini tions, Part 1 of 2

Case Type Initi alCond ModalCase BaseCase MassSource DesActOpt

DEAD LinStatic Zero Prog Det

MODAL LinModal Zero Prog Det

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Table 14: Preferences - Steel Design - AISC 360-10, Part 3 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 3 of 4

NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugW

0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Yes

Table 14: Preferences - Steel Design - AISC 360-10, Part 4 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 4 of 4

HSSWelding HSSReduceT

CheckDefl DLRat SDLAndLLRat

LLRat TotalRat NetRat

ERW No No 120.000000 120.000000 360.000000 240.000000 240.000000

6.2. Concrete design

Table 15: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

Table 15: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

THDesign NumCurves NumPoints MinEccen PatLLF UFLimit SeisCat PhiT PhiC

Envelopes 24 11 Yes 0.750000 0.950000 D 0.900000 0.65

Table 15: Preferences - Concrete Design - ACI 318-11, Part 2 of 2

Table 15: Preferences - Concrete Design - ACI 318-11,Part 2 of 2

PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.750000 0.750000 0.600000 0.850000

6.3. Aluminum design

Table 16: Preferences - Aluminum Design - AA-ASD 2000

Table 16: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

6.4. Cold formed design

Table 17: Preferences - Cold Formed Design - AISI-ASD96

Table 17: 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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Model Name: EJERCICIO 2 (ARCO ELIPTICO).sdb

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

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m

1 GLOBAL Cartesian -5.00000 2.00000 0.00000

2 GLOBAL Cartesian -4.00000 2.00000 1.800003 GLOBAL Cartesian -3.00000 2.00000 2.400004 GLOBAL Cartesian -2.00000 2.00000 2.75000

5 GLOBAL Cartesian -1.00000 2.00000 2.940006 GLOBAL Cartesian 0.00000 2.00000 3.000007 GLOBAL Cartesian 1.00000 2.00000 2.94000

8 GLOBAL Cartesian 2.00000 2.00000 2.750009 GLOBAL Cartesian 3.00000 2.00000 2.40000

10 GLOBAL Cartesian 4.00000 2.00000 1.8000011 GLOBAL Cartesian 5.00000 2.00000 0.00000

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1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

1 Yes Yes Yes No No No11 Yes Yes Yes No No No

1.3. Element connectivity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame Joint I Joint J Length

m

1 1 2 2.059132 2 3 1.16619

3 3 4 1.05948

4 4 5 1.017895 5 6 1.001806 6 7 1.001807 7 8 1.01789

8 8 9 1.059489 9 10 1.16619

10 10 11 2.05913

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 ARCO DEACERO

N.A. Default

2 ARCO DEACERO

N.A. Default

3 ARCO DEACERO

N.A. Default

4 ARCO DEACERO

N.A. Default

5 ARCO DEACERO

N.A. Default

6 ARCO DEACERO

N.A. Default

7 ARCO DEACERO

N.A. Default

8 ARCO DEACERO N.A. Default

9 ARCO DEACERO

N.A. Default

10 ARCO DEACERO

N.A. Default

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

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

Frame PI V2I V3I TI M2I M3I

5 No No No No No No6 No No No No No Yes

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

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

Frame PJ V2J V3J TJ M2J M3J

5 No No No No No Yes6 No No No No No No

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

Table 6: Material Properties 02 - Basic Mechanical Properties

Table 6: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

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

4000Psi 2.4028E+00 2.4501E-01 2534563.54

1056068.14

0.200000 9.9000E-06

ARCO ELIPTICO 0.0000E+00 0.0000E+00 20389019.16

7841930.45

0.300000 1.1700E-05

Table 7: Material Properties 03a - Steel Data

Table 7: Material Propert ies 03a - Steel Data

Material Fy Fu FinalSlope

Tonf/m2 Tonf/m2ARCO ELIPTICO 35153.48 45699.53 -0.100000

Table 8: Material Propert ies 03b - Concrete Data

Table 8: Material Properti es 03b - ConcreteData

Material Fc FinalSlope

Tonf/m2

4000Psi 2812.28 -0.100000

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

3.1. Frames

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

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

SectionName Material Shape t3 t2 tf tw t2b

m m m m m

ARCO DEACERO

ARCO ELIPTICO Box/Tube 0.152400 0.101600 0.006350 0.006350

FSEC1 ARCO ELIPTICO I/Wide Flange 0.304800 0.127000 0.009652 0.006350 0.127000 0.00

Table 9: Frame Section Propert ies 01 - General, Part 2 of 4

Table 9: Frame Section Properties 01 - General, Part 2 of 4SectionName Area TorsCon st I33 I22 I23 AS2 AS3

m2 m4 m4 m4 m4 m2 m2

ARCO DEACERO

0.003065 0.000010 9.771E-06 5.140E-06 0.000000 0.001935 0.001290

FSEC1 0.004265 9.651E-08 0.000066 3.301E-06 0.000000 0.001935 0.002043

Table 9: Frame Section Propert ies 01 - General, Part 3 of 4

Table 9: Frame Section Properties 01 - General, Part 3 of 4

Secti onName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

ARCO DE

ACERO

0.000128 0.000101 0.000156 0.000117 0.056465 0.040955

FSEC1 0.000431 0.000052 0.000491 0.000081 0.124145 0.027823

Table 9: Frame Section Propert ies 01 - General, Part 4 of 4

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

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

ARCO DEACERO

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 Defin itions

Table 10: Load Pattern Definiti ons

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

5. Load casesThis section provides load case information.

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5.1. Definitions

Table 11: Load Case Defin itions, Part 1 of 2

Table 11: Load Case Defini tions, Part 1 of 2

Case Type Initi alCond ModalCase BaseCase MassSource DesActOpt

DEAD LinStatic Zero Prog DetMODAL LinModal Zero Prog Det

Table 11: Load Case Defin itions, Part 2 of 2

Table 11: Load CaseDefinitions, Part 2 of 2

Case DesignAct

DEAD Non-Composite

MODAL Other

5.2. Static case load assignments

Table 12: Case - Static 1 - Load Assignments

Table 12: Case - Static 1 - Load Assignm ents

Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000000

5.3. Response spectrum case load assignments

Table 13: Function - Response Spectrum - User

Table 13: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000

UNIFRS 1.000000 1.000000

6. Design preferences

This section provides the design preferences for each type of design, which typically include materialreduction factors, framing type, stress ratio limit, deflection limits, and other code specific items.

6.1. Steel design

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Table 14: Preferences - Steel Design - AISC 360-10, Part 1 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 1 of 4

THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFa

Envelopes SMF 0.750000 0.950000 1 D Yes Yes 1.00

Table 14: Preferences - Steel Design - AISC 360-10, Part 2 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 2 of 4

SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod SRMeth

1.000000 0.500000 8.000000 5.500000 3.000000 LRFD DirectAnalysis

General 2ndOrder

Tau-b F

Table 14: Preferences - Steel Design - AISC 360-10, Part 3 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 3 of 4

NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugW

0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Yes

Table 14: Preferences - Steel Design - AISC 360-10, Part 4 of 4Table 14: Preferences - Steel Design - AISC 360-10, Part 4 of 4

HSSWelding HSSReduceT

CheckDefl DLRat SDLAndLLRat

LLRat TotalRat NetRat

ERW No No 120.000000 120.000000 360.000000 240.000000 240.000000

6.2. Concrete design

Table 15: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

Table 15: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

THDesign NumCurves NumPoints MinEccen PatLLF UFLimit SeisCat PhiT PhiC

Envelopes 24 11 Yes 0.750000 0.950000 D 0.900000 0.65

Table 15: Preferences - Concrete Design - ACI 318-11, Part 2 of 2

Table 15: Preferences - Concrete Design - ACI 318-11,Part 2 of 2

PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.750000 0.750000 0.600000 0.850000

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6.3. Aluminum design

Table 16: Preferences - Aluminum Design - AA-ASD 2000

Table 16: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

6.4. Cold formed design

Table 17: Preferences - Cold Formed Design - AISI-ASD96

Table 17: 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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Model Name: EJERCICIO 3 (ARCO PARABOLICO).sdb

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

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m

1 GLOBAL Cartesian -4.00000 3.00000 -16.00000

2 GLOBAL Cartesian -3.00000 3.00000 -9.000003 GLOBAL Cartesian -2.00000 3.00000 -4.00000

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Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

m m m

4 GLOBAL Cartesian -1.00000 3.00000 -1.000005 GLOBAL Cartesian 0.00000 3.00000 0.00000

6 GLOBAL Cartesian 1.00000 3.00000 -1.00000

7 GLOBAL Cartesian 2.00000 3.00000 -4.000008 GLOBAL Cartesian 3.00000 3.00000 -9.000009 GLOBAL Cartesian 4.00000 3.00000 -16.00000

1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

1 Yes Yes Yes No No No9 Yes Yes Yes No No No

1.3. Element connectivity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame Joint I Joint J Length

m

1 1 2 7.071072 2 3 5.099023 3 4 3.16228

4 4 5 1.41421

5 5 6 1.41421

6 6 7 3.162287 7 8 5.099028 8 9 7.07107

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

1 ARCO DEACERO

N.A. Default

2 ARCO DE

ACERO

N.A. Default

3 ARCO DEACERO

N.A. Default

4 ARCO DEACERO

N.A. Default

5 ARCO DEACERO

N.A. Default

6 ARCO DEACERO

N.A. Default

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Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

7 ARCO DEACERO

N.A. Default

8 ARCO DEACERO

N.A. Default

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

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

Frame PI V2I V3I TI M2I M3I

4 No No No No No No5 No No No No No Yes

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

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

Frame PJ V2J V3J TJ M2J M3J

4 No No No No No Yes5 No No No No No No

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

Table 6: Material Properties 02 - Basic Mechanical Properties

Table 6: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

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

4000Psi 2.4028E+00 2.4501E-01 2534563.54 1056068.14 0.200000 9.9000E-06

ARCO ELIPTICO 0.0000E+00 0.0000E+00 20389019.16

7841930.45

0.300000 1.1700E-05

Table 7: Material Properties 03a - Steel Data

Table 7: Material Propert ies 03a - Steel Data

Material Fy Fu FinalSlope

Tonf/m2 Tonf/m2

ARCO ELIPTICO 35153.48 45699.53 -0.100000

Table 8: Material Propert ies 03b - Concrete Data

Table 8: Material Properti es 03b - ConcreteData

Material Fc FinalSlope

Tonf/m2

4000Psi 2812.28 -0.100000

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

3.1. Frames

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

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

SectionName Material Shape t3 t2 tf tw t2b

m m m m m

ARCO DEACERO

ARCO ELIPTICO Box/Tube 0.152400 0.101600 0.006350 0.006350

FSEC1 ARCO ELIPTICO I/Wide Flange 0.304800 0.127000 0.009652 0.006350 0.127000 0.00

Table 9: Frame Section Propert ies 01 - General, Part 2 of 4

Table 9: Frame Section Properties 01 - General, Part 2 of 4

SectionName Area TorsCon st I33 I22 I23 AS2 AS3

m2 m4 m4 m4 m4 m2 m2

ARCO DEACERO 0.003065 0.000010 9.771E-06 5.140E-06 0.000000 0.001935 0.001290

FSEC1 0.004265 9.651E-08 0.000066 3.301E-06 0.000000 0.001935 0.002043

Table 9: Frame Section Propert ies 01 - General, Part 3 of 4

Table 9: Frame Section Properties 01 - General, Part 3 of 4

Secti onName S33 S22 Z33 Z22 R33 R22

m3 m3 m3 m3 m m

ARCO DEACERO

0.000128 0.000101 0.000156 0.000117 0.056465 0.040955

FSEC1 0.000431 0.000052 0.000491 0.000081 0.124145 0.027823

Table 9: Frame Section Propert ies 01 - General, Part 4 of 4

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

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

ARCO DEACERO

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

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Table 10: Load Pattern Defin itions

Table 10: Load Pattern Definiti ons

LoadPat DesignType SelfWtMult AutoLoad

DEAD DEAD 1.000000

5. Load casesThis section provides load case information.

5.1. Definitions

Table 11: Load Case Defin itions, Part 1 of 2

Table 11: Load Case Defini tions, Part 1 of 2

Case Type Initi alCond ModalCase BaseCase MassSource DesActOpt

DEAD LinStatic Zero Prog DetMODAL LinModal Zero Prog Det

Table 11: Load Case Defin itions, Part 2 of 2

Table 11: Load CaseDefinitions, Part 2 of 2

Case DesignAct

DEAD Non-Composite

MODAL Other

5.2. Static case load assignments

Table 12: Case - Static 1 - Load Assignments

Table 12: Case - Static 1 - Load Assignm ents

Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.000000

5.3. Response spectrum case load assignments

Table 13: Function - Response Spectrum - User

Table 13: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000UNIFRS 1.000000 1.000000

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

6.1. Steel design

Table 14: Preferences - Steel Design - AISC 360-10, Part 1 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 1 of 4

THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFa

Envelopes SMF 0.750000 0.950000 1 D Yes Yes 1.00

Table 14: Preferences - Steel Design - AISC 360-10, Part 2 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 2 of 4

SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod SRMeth

1.000000 0.500000 8.000000 5.500000 3.000000 LRFD DirectAnalysis

General 2ndOrder

Tau-b F

Table 14: Preferences - Steel Design - AISC 360-10, Part 3 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 3 of 4

NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugW

0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Yes

Table 14: Preferences - Steel Design - AISC 360-10, Part 4 of 4

Table 14: Preferences - Steel Design - AISC 360-10, Part 4 of 4

HSSWelding HSSReduce

T

CheckDefl DLRat SDLAndLLR

at

LLRat TotalRat NetRat

ERW No No 120.000000 120.000000 360.000000 240.000000 240.000000

6.2. Concrete design

Table 15: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

Table 15: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

THDesign NumCurves NumPoints MinEccen PatLLF UFLimit SeisCat PhiT PhiC

Envelopes 24 11 Yes 0.750000 0.950000 D 0.900000 0.65

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Table 15: Preferences - Concrete Design - ACI 318-11, Part 2 of 2

Table 15: Preferences - Concrete Design - ACI 318-11,Part 2 of 2

PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.750000 0.750000 0.600000 0.850000

6.3. Aluminum design

Table 16: Preferences - Aluminum Design - AA-ASD 2000

Table 16: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

6.4. Cold formed design

Table 17: Preferences - Cold Formed Design - AISI-ASD96

Table 17: 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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Model Name: EJERCICIO 4 (ARCO CIRCULAR. Sdb)

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

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

1 GLOBAL Cartesian 0.00000 0.00000 0.00000

2 GLOBAL Cartesian 100.00000 0.00000 0.000003 GLOBAL Cartesian -0.30857 0.00000 3.40207

4 GLOBAL Cartesian -0.38592 0.00000 6.81722

5 GLOBAL Cartesian -0.23170 0.00000 10.229776 GLOBAL Cartesian 0.15337 0.00000 13.62403

7 GLOBAL Cartesian 0.76754 0.00000 16.984408 GLOBAL Cartesian 1.60797 0.00000 20.29543

9 GLOBAL Cartesian 2.67081 0.00000 23.5419210 GLOBAL Cartesian 3.95117 0.00000 26.7089311 GLOBAL Cartesian 5.44316 0.00000 29.78191

12 GLOBAL Cartesian 7.13994 0.00000 32.74675

13 GLOBAL Cartesian 9.03369 0.00000 35.5898014 GLOBAL Cartesian 11.11572 0.00000 38.29802

15 GLOBAL Cartesian 13.37646 0.00000 40.8589416 GLOBAL Cartesian 15.80552 0.00000 43.26081

17 GLOBAL Cartesian 18.39173 0.00000 45.49258

18 GLOBAL Cartesian 21.12321 0.00000 47.54399

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Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

19 GLOBAL Cartesian 23.98740 0.00000 49.4056220 GLOBAL Cartesian 26.97115 0.00000 51.06891

21 GLOBAL Cartesian 30.06073 0.00000 52.52622

22 GLOBAL Cartesian 33.24196 0.00000 53.7708423 GLOBAL Cartesian 36.50020 0.00000 54.7970724 GLOBAL Cartesian 39.82048 0.00000 55.60018

25 GLOBAL Cartesian 43.18755 0.00000 56.17648

26 GLOBAL Cartesian 46.58593 0.00000 56.52332

27 GLOBAL Cartesian 50.00000 0.00000 56.6391128 GLOBAL Cartesian 53.41407 0.00000 56.5233229 GLOBAL Cartesian 56.81245 0.00000 56.1764830 GLOBAL Cartesian 60.17952 0.00000 55.60018

31 GLOBAL Cartesian 63.49980 0.00000 54.79707

32 GLOBAL Cartesian 66.75804 0.00000 53.7708433 GLOBAL Cartesian 69.93927 0.00000 52.5262234 GLOBAL Cartesian 73.02885 0.00000 51.06891

35 GLOBAL Cartesian 76.01260 0.00000 49.40562

36 GLOBAL Cartesian 78.87679 0.00000 47.5439937 GLOBAL Cartesian 81.60827 0.00000 45.49258

38 GLOBAL Cartesian 84.19448 0.00000 43.2608139 GLOBAL Cartesian 86.62354 0.00000 40.85894

40 GLOBAL Cartesian 88.88428 0.00000 38.29802

41 GLOBAL Cartesian 90.96631 0.00000 35.5898042 GLOBAL Cartesian 92.86006 0.00000 32.7467543 GLOBAL Cartesian 94.55684 0.00000 29.78191

44 GLOBAL Cartesian 96.04883 0.00000 26.70893

45 GLOBAL Cartesian 97.32919 0.00000 23.5419246 GLOBAL Cartesian 98.39203 0.00000 20.29543

47 GLOBAL Cartesian 99.23246 0.00000 16.9844048 GLOBAL Cartesian 99.84663 0.00000 13.62403

49 GLOBAL Cartesian 100.23170 0.00000 10.22977

50 GLOBAL Cartesian 100.38592 0.00000 6.8172251 GLOBAL Cartesian 100.30857 0.00000 3.4020754 GLOBAL Cartesian 91.35918 0.00000 35.00000

58 GLOBAL Cartesian 12.61820 0.00000 40.00000

1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

1 Yes Yes Yes No No No2 Yes Yes Yes No No No

1.3. Element connectivity

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Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame Joint I Joint J Length

ft

2 1 3 3.416033 3 4 3.41603

4 4 5 3.416035 5 6 3.41603

6 6 7 3.41603

7 7 8 3.416038 8 9 3.41603

9 9 10 3.4160310 10 11 3.41603

11 11 12 3.4160312 12 13 3.41603

13 13 14 3.4160315 15 16 3.4160316 16 17 3.41603

17 17 18 3.4160318 18 19 3.4160319 19 20 3.41603

20 20 21 3.41603

21 21 22 3.4160322 22 23 3.41603

23 23 24 3.4160324 24 25 3.4160325 25 26 3.41603

26 26 27 3.41603

27 27 28 3.4160328 28 29 3.4160329 29 30 3.41603

30 30 31 3.41603

31 31 32 3.4160332 32 33 3.41603

33 33 34 3.4160334 34 35 3.41603

35 35 36 3.41603

36 36 37 3.41603

37 37 38 3.4160338 38 39 3.41603

39 39 40 3.41603

40 40 41 3.4160341 54 42 2.70736

42 42 43 3.4160343 43 44 3.41603

44 44 45 3.41603

45 45 46 3.4160346 46 47 3.4160347 47 48 3.41603

48 48 49 3.41603

49 49 50 3.4160350 50 51 3.41603

51 51 2 3.4160353 41 54 0.70867

55 14 58 2.2702856 15 58 1.14575

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Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

2 FSEC1 N.A. Default3 FSEC1 N.A. Default

4 FSEC1 N.A. Default5 FSEC1 N.A. Default

6 FSEC1 N.A. Default

7 FSEC1 N.A. Default8 FSEC1 N.A. Default

9 FSEC1 N.A. Default10 FSEC1 N.A. Default

11 FSEC1 N.A. Default12 FSEC1 N.A. Default

13 FSEC1 N.A. Default15 FSEC1 N.A. Default16 FSEC1 N.A. Default

17 FSEC1 N.A. Default18 FSEC1 N.A. Default19 FSEC1 N.A. Default

20 FSEC1 N.A. Default

21 FSEC1 N.A. Default22 FSEC1 N.A. Default

23 FSEC1 N.A. Default24 FSEC1 N.A. Default25 FSEC1 N.A. Default

26 FSEC1 N.A. Default

27 FSEC1 N.A. Default28 FSEC1 N.A. Default29 FSEC1 N.A. Default

30 FSEC1 N.A. Default

31 FSEC1 N.A. Default32 FSEC1 N.A. Default

33 FSEC1 N.A. Default34 FSEC1 N.A. Default

35 FSEC1 N.A. Default

36 FSEC1 N.A. Default

37 FSEC1 N.A. Default38 FSEC1 N.A. Default

39 FSEC1 N.A. Default

40 FSEC1 N.A. Default41 FSEC1 N.A. Default

42 FSEC1 N.A. Default43 FSEC1 N.A. Default

44 FSEC1 N.A. Default

45 FSEC1 N.A. Default46 FSEC1 N.A. Default47 FSEC1 N.A. Default

48 FSEC1 N.A. Default

49 FSEC1 N.A. Default50 FSEC1 N.A. Default

51 FSEC1 N.A. Default53 FSEC1 N.A. Default

55 FSEC1 N.A. Default56 FSEC1 N.A. Default

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

Table 5: Material Properties 02 - Basic Mechanical Properties

Table 5: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Kip/ft3 Kip-s2/ft4 Kip/ft2 Kip/ft2 1/F

4000Psi 1.5000E-01 4.6621E-03 519119.50 216299.79 0.200000 5.5000E-06A992Fy50 4.9000E-01 1.5230E-02 4176000.0

0

1606153.8

5

0.300000 6.5000E-06

Table 6: Material Properties 03a - Steel Data

Table 6: Material Propert ies 03a - Steel Data

Material Fy Fu FinalSlope

Kip/ft2 Kip/ft2

A992Fy50 7200.00 9360.00 -0.100000

Table 7: Material Propert ies 03b - Concrete DataTable 7: Material Properti es 03b - Concrete

Data

Material Fc FinalSlope

Kip/ft2

4000Psi 576.00 -0.100000

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

3.1. Frames

Table 8: Frame Section Propert ies 01 - General, Part 1 of 4

Table 8: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 tf tw t2b

ft ft ft ft ft

FSEC1 A992Fy50 I/Wide Flange 1.000000 0.416667 0.031667 0.020833 0.416667 0.03

Table 8: Frame Section Propert ies 01 - General, Part 2 of 4

Table 8: Frame Section Properties 01 - General, Part 2 of 4SectionName Area TorsCon st I33 I22 I23 AS2 AS3

ft2 ft4 ft4 ft4 ft4 ft2 ft2

FSEC1 0.045903 0.000011 0.007615 0.000382 0.000000 0.020833 0.021991

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Table 8: Frame Section Propert ies 01 - General, Part 3 of 4

Table 8: Frame Section Properties 01 - General, Part 3 of 4

Secti onName S33 S22 Z33 Z22 R33 R22

ft3 ft3 ft3 ft3 ft ft

FSEC1 0.015230 0.001836 0.017346 0.002850 0.407299 0.091283

Table 8: Frame Section Propert ies 01 - General, Part 4 of 4

Table 8: Frame Section Properties 01 - General, Part 4 of 4

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

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 9: Load Pattern Definitions

Table 9: Load Pattern Definiti ons

LoadPat DesignType SelfWtMult AutoLoad

EXTERIOR DEAD 0.000000

5. Load casesThis section provides load case information.

5.1. Definitions

Table 10: Load Case Defin itions, Part 1 of 2

Table 10: Load Case Defini tions, Part 1 of 2

Case Type Initi alCond ModalCase BaseCase MassSource DesActOpt

EXTERIOR LinStatic Zero Prog Det

Table 10: Load Case Defin itions, Part 2 of 2

Table 10: Load CaseDefinitions, Part 2 of 2

Case DesignAct

EXTERIOR Non-Composite

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5.2. Static case load assignments

Table 11: Case - Static 1 - Load Assignments

Table 11: Case - Static 1 - Load Assignm ents

Case LoadType LoadName LoadSF

EXTERIOR Load pattern EXTERIOR 1.000000

5.3. Response spectrum case load assignments

Table 12: Function - Response Spectrum - User

Table 12: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000UNIFRS 1.000000 1.000000

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

6.1. Steel design

Table 13: Preferences - Steel Design - AISC 360-10, Part 1 of 4

Table 13: Preferences - Steel Design - AISC 360-10, Part 1 of 4

THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFa

Envelopes SMF 0.750000 0.950000 1 D Yes Yes 1.00

Table 13: Preferences - Steel Design - AISC 360-10, Part 2 of 4

Table 13: Preferences - Steel Design - AISC 360-10, Part 2 of 4

SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod SRMeth

1.000000 0.500000 8.000000 5.500000 3.000000 LRFD DirectAnalysis

General 2ndOrder

Tau-b F

Table 13: Preferences - Steel Design - AISC 360-10, Part 3 of 4Table 13: Preferences - Steel Design - AISC 360-10, Part 3 of 4

NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugW

0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Yes

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Table 13: Preferences - Steel Design - AISC 360-10, Part 4 of 4

Table 13: Preferences - Steel Design - AISC 360-10, Part 4 of 4

HSSWelding HSSReduceT

CheckDefl DLRat SDLAndLLRat

LLRat TotalRat NetRat

ERW No No 120.000000 120.000000 360.000000 240.000000 240.000000

6.2. Concrete design

Table 14: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

Table 14: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

THDesign NumCurves NumPoints MinEccen PatLLF UFLimit SeisCat PhiT PhiC

Envelopes 24 11 Yes 0.750000 0.950000 D 0.900000 0.65

Table 14: Preferences - Concrete Design - ACI 318-11, Part 2 of 2

Table 14: Preferences - Concrete Design - ACI 318-11,Part 2 of 2

PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.750000 0.750000 0.600000 0.850000

6.3. Aluminum design

Table 15: Preferences - Aluminum Design - AA-ASD 2000

Table 15: Preferences - Aluminum Design - AA-ASD 2000

FrameType SRatioLimit LatFact UseLatFact

Moment Frame 1.000000 1.333333 No

6.4. Cold formed design

Table 16: Preferences - Cold Formed Design - AISI-ASD96

Table 16: 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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Model Name: EJERCICIO 5(ARCO DE DIFERENTE NIVEL.sdb)

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

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

3 GLOBAL Cartesian 0.0000 0.0000 20.0000

4 GLOBAL Cartesian 110.0000 0.0000 0.0000

5 GLOBAL Cartesian 2.2000 0.0000 24.27136 GLOBAL Cartesian 4.4000 0.0000 28.3520

7 GLOBAL Cartesian 6.6000 0.0000 32.2420

8 GLOBAL Cartesian 8.8000 0.0000 35.94139 GLOBAL Cartesian 11.0000 0.0000 39.4500

10 GLOBAL Cartesian 13.2000 0.0000 42.768011 GLOBAL Cartesian 15.4000 0.0000 45.895312 GLOBAL Cartesian 17.6000 0.0000 48.8320

13 GLOBAL Cartesian 19.8000 0.0000 51.5780

14 GLOBAL Cartesian 22.0000 0.0000 54.133315 GLOBAL Cartesian 24.2000 0.0000 56.4980

16 GLOBAL Cartesian 26.4000 0.0000 58.672017 GLOBAL Cartesian 28.6000 0.0000 60.6553

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Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

ft ft ft

18 GLOBAL Cartesian 30.8000 0.0000 62.448019 GLOBAL Cartesian 33.0000 0.0000 64.0500

20 GLOBAL Cartesian 35.2000 0.0000 65.4613

21 GLOBAL Cartesian 37.4000 0.0000 66.682022 GLOBAL Cartesian 39.6000 0.0000 67.712023 GLOBAL Cartesian 41.8000 0.0000 68.5513

24 GLOBAL Cartesian 44.0000 0.0000 69.2000

25 GLOBAL Cartesian 46.2000 0.0000 69.6580

26 GLOBAL Cartesian 48.4000 0.0000 69.925327 GLOBAL Cartesian 50.6000 0.0000 70.002028 GLOBAL Cartesian 52.8000 0.0000 69.888029 GLOBAL Cartesian 55.0000 0.0000 69.5833

30 GLOBAL Cartesian 57.2000 0.0000 69.0880

31 GLOBAL Cartesian 59.4000 0.0000 68.402032 GLOBAL Cartesian 61.6000 0.0000 67.525333 GLOBAL Cartesian 63.8000 0.0000 66.4580

34 GLOBAL Cartesian 66.0000 0.0000 65.2000

35 GLOBAL Cartesian 68.2000 0.0000 63.751336 GLOBAL Cartesian 70.4000 0.0000 62.1120

37 GLOBAL Cartesian 72.6000 0.0000 60.282038 GLOBAL Cartesian 74.8000 0.0000 58.2613

39 GLOBAL Cartesian 77.0000 0.0000 56.0500

40 GLOBAL Cartesian 79.2000 0.0000 53.648041 GLOBAL Cartesian 81.4000 0.0000 51.055342 GLOBAL Cartesian 83.6000 0.0000 48.2720

43 GLOBAL Cartesian 85.8000 0.0000 45.2980

44 GLOBAL Cartesian 88.0000 0.0000 42.133345 GLOBAL Cartesian 90.2000 0.0000 38.7780

46 GLOBAL Cartesian 92.4000 0.0000 35.232047 GLOBAL Cartesian 94.6000 0.0000 31.4953

48 GLOBAL Cartesian 96.8000 0.0000 27.5680

49 GLOBAL Cartesian 99.0000 0.0000 23.450050 GLOBAL Cartesian 101.2000 0.0000 19.141351 GLOBAL Cartesian 103.4000 0.0000 14.6420

52 GLOBAL Cartesian 105.6000 0.0000 9.9520

53 GLOBAL Cartesian 107.8000 0.0000 5.071356 GLOBAL Cartesian 30.0000 0.0000 61.7961

59 GLOBAL Cartesian 89.3988 0.0000 40.000061 GLOBAL Cartesian 50.0000 0.0000 70.0000

1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments

Joint U1 U2 U3 R1 R2 R3

3 Yes Yes Yes No No No4 Yes Yes Yes No No No

1.3. Element connectivity

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Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame Joint I Joint J Length

ft

3 3 5 4.80464 5 6 4.6359

5 6 7 4.46906 7 8 4.3041

7 8 9 4.1413

8 9 10 3.98119 10 11 3.8236

10 11 12 3.669311 12 13 3.5186

12 13 14 3.371913 14 15 3.2298

14 15 16 3.092915 16 17 2.962016 56 18 1.0320

17 18 19 2.721518 19 20 2.613819 20 21 2.5160

20 21 22 2.4292

21 22 23 2.354722 23 24 2.2936

23 24 25 2.247224 25 26 2.216226 27 28 2.2030

27 28 29 2.2210

28 29 30 2.255129 30 31 2.304530 31 32 2.3682

31 32 33 2.4452

32 33 34 2.534333 34 35 2.6341

34 35 36 2.743635 36 37 2.8616

36 37 38 2.9872

37 38 39 3.1193

38 39 40 3.257239 40 41 3.4003

40 41 42 3.5478

41 42 43 3.699342 43 44 3.8542

43 44 59 2.551044 45 46 4.1730

45 46 47 4.3362

46 47 48 4.501547 48 49 4.668848 49 50 4.8378

49 50 51 5.0084

50 51 52 5.180451 52 53 5.3536

52 53 4 5.528054 17 56 1.8059

56 59 45 1.4613

59 26 61 1.601762 27 61 0.6000

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Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

3 FSEC1 N.A. Default4 FSEC1 N.A. Default

5 FSEC1 N.A. Default6 FSEC1 N.A. Default

7 FSEC1 N.A. Default

8 FSEC1 N.A. Default9 FSEC1 N.A. Default

10 FSEC1 N.A. Default11 FSEC1 N.A. Default

12 FSEC1 N.A. Default13 FSEC1 N.A. Default

14 FSEC1 N.A. Default15 FSEC1 N.A. Default16 FSEC1 N.A. Default

17 FSEC1 N.A. Default18 FSEC1 N.A. Default19 FSEC1 N.A. Default

20 FSEC1 N.A. Default

21 FSEC1 N.A. Default22 FSEC1 N.A. Default

23 FSEC1 N.A. Default24 FSEC1 N.A. Default26 FSEC1 N.A. Default

27 FSEC1 N.A. Default

28 FSEC1 N.A. Default29 FSEC1 N.A. Default30 FSEC1 N.A. Default

31 FSEC1 N.A. Default

32 FSEC1 N.A. Default33 FSEC1 N.A. Default

34 FSEC1 N.A. Default35 FSEC1 N.A. Default

36 FSEC1 N.A. Default

37 FSEC1 N.A. Default

38 FSEC1 N.A. Default39 FSEC1 N.A. Default

40 FSEC1 N.A. Default

41 FSEC1 N.A. Default42 FSEC1 N.A. Default

43 FSEC1 N.A. Default44 FSEC1 N.A. Default

45 FSEC1 N.A. Default

46 FSEC1 N.A. Default47 FSEC1 N.A. Default48 FSEC1 N.A. Default

49 FSEC1 N.A. Default

50 FSEC1 N.A. Default51 FSEC1 N.A. Default

52 FSEC1 N.A. Default54 FSEC1 N.A. Default

56 FSEC1 N.A. Default

59 FSEC1 N.A. Default62 FSEC1 N.A. Default

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

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

Frame PI V2I V3I TI M2I M3I

59 No No No No No No62 No No No No No No

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

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

Frame PJ V2J V3J TJ M2J M3J

59 No No No No No Yes62 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 Properties

Table 6: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1

Lb/ft3 Lb-s2/ft4 Lb/ft2 Lb/ft2 1/F

4000Psi 1.5000E+02 4.6621E+00 519119496.

216299790.0

0.200000 5.5000E-06

A992Fy50 4.9000E+02 1.5230E+01 4176000000

1606153846

0.300000 6.5000E-06

Table 7: Material Properties 03a - Steel Data

Table 7: Material Propert ies 03a - Steel Data

Material Fy Fu FinalSlope

Lb/ft2 Lb/ft2A992Fy50 7200000.00 9360000.00 -0.100000

Table 8: Material Propert ies 03b - Concrete Data

Table 8: Material Properti es 03b - ConcreteData

Material Fc FinalSlope

Lb/ft2

4000Psi 576000.00 -0.100000

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

3.1. Frames

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

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

SectionName Material Shape t3 t2 tf tw t2b

ft ft ft ft ft

FSEC1 A992Fy50 I/Wide Flange 1.00000 0.41667 0.03167 0.02083 0.41667 0.0

Table 9: Frame Section Propert ies 01 - General, Part 2 of 4

Table 9: Frame Section Properties 01 - General, Part 2 of 4

SectionName Area TorsCon st I33 I22 I23 AS2 AS3

ft2 ft4 ft4 ft4 ft4 ft2 ft2FSEC1 0.0459 0.000011 0.007615 0.000382 0.000000 0.0208 0.0220

Table 9: Frame Section Propert ies 01 - General, Part 3 of 4

Table 9: Frame Section Properties 01 - General, Part 3 of 4

Secti onName S33 S22 Z33 Z22 R33 R22

ft3 ft3 ft3 ft3 ft ft

FSEC1 0.015230 0.001836 0.017346 0.002850 0.40730 0.09128

Table 9: Frame Section Propert ies 01 - General, Part 4 of 4

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

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

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 Defin itions

Table 10: Load Pattern Definiti ons

LoadPat DesignType SelfWtMult AutoLoad

EXTERIOR DEAD 0.000000

5. Load casesThis section provides load case information.

5.1. Definitions

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Table 11: Load Case Defin itions, Part 1 of 2

Table 11: Load Case Defini tions, Part 1 of 2

Case Type Initi alCond ModalCase BaseCase MassSource DesActOpt

EXTERIOR LinStatic Zero Prog Det

Table 11: Load Case Defin itions, Part 2 of 2

Table 11: Load CaseDefinitions, Part 2 of 2

Case DesignAct

EXTERIOR Non-Composite

5.2. Static case load assignments

Table 12: Case - Static 1 - Load Assignments

Table 12: Case - Static 1 - Load Assignm ents

Case LoadType LoadName LoadSF

EXTERIOR Load pattern EXTERIOR 1.000000

5.3. Response spectrum case load assignments

Table 13: Function - Response Spectrum - User

Table 13: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000000 1.000000 0.050000UNIFRS 1.000000 1.000000

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

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Figure 2: Deformed shape

6.1. Mass summary

Table 14: Assembled Joint Masses

Table 14: Assembled Joint Masses

Joint MassSource U1 U2 U3 R1 R2 R3

Lb-s2/ft Lb-s2/ft Lb-s2/ft Lb-ft-s2 Lb-ft-s2 Lb-ft-s2

3 MSSSRC1 1.68 1.68 1.68 0.0000 0.0000 0.0000

4 MSSSRC1 1.93 1.93 1.93 0.0000 0.0000 0.00005 MSSSRC1 3.30 3.30 3.30 0.0000 0.0000 0.00006 MSSSRC1 3.18 3.18 3.18 0.0000 0.0000 0.00007 MSSSRC1 3.07 3.07 3.07 0.0000 0.0000 0.0000

8 MSSSRC1 2.95 2.95 2.95 0.0000 0.0000 0.0000

9 MSSSRC1 2.84 2.84 2.84 0.0000 0.0000 0.000010 MSSSRC1 2.73 2.73 2.73 0.0000 0.0000 0.0000

11 MSSSRC1 2.62 2.62 2.62 0.0000 0.0000 0.000012 MSSSRC1 2.51 2.51 2.51 0.0000 0.0000 0.0000

13 MSSSRC1 2.41 2.41 2.41 0.0000 0.0000 0.0000

14 MSSSRC1 2.31 2.31 2.31 0.0000 0.0000 0.000015 MSSSRC1 2.21 2.21 2.21 0.0000 0.0000 0.000016 MSSSRC1 2.12 2.12 2.12 0.0000 0.0000 0.0000

17 MSSSRC1 1.67 1.67 1.67 0.0000 0.0000 0.0000

18 MSSSRC1 1.31 1.31 1.31 0.0000 0.0000 0.000019 MSSSRC1 1.86 1.86 1.86 0.0000 0.0000 0.0000

20 MSSSRC1 1.79 1.79 1.79 0.0000 0.0000 0.000021 MSSSRC1 1.73 1.73 1.73 0.0000 0.0000 0.0000

22 MSSSRC1 1.67 1.67 1.67 0.0000 0.0000 0.0000

23 MSSSRC1 1.62 1.62 1.62 0.0000 0.0000 0.000024 MSSSRC1 1.59 1.59 1.59 0.0000 0.0000 0.000025 MSSSRC1 1.56 1.56 1.56 0.0000 0.0000 0.0000

26 MSSSRC1 1.33 1.33 1.33 0.0000 0.0000 0.0000

27 MSSSRC1 0.98 0.98 0.98 0.0000 0.0000 0.000028 MSSSRC1 1.55 1.55 1.55 0.0000 0.0000 0.0000

29 MSSSRC1 1.56 1.56 1.56 0.0000 0.0000 0.0000

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Table 14: Assembled Joint Masses

Joint MassSource U1 U2 U3 R1 R2 R3

Lb-s2/ft Lb-s2/ft Lb-s2/ft Lb-ft-s2 Lb-ft-s2 Lb-ft-s2

30 MSSSRC1 1.59 1.59 1.59 0.0000 0.0000 0.000031 MSSSRC1 1.63 1.63 1.63 0.0000 0.0000 0.0000

32 MSSSRC1 1.68 1.68 1.68 0.0000 0.0000 0.0000

33 MSSSRC1 1.74 1.74 1.74 0.0000 0.0000 0.000034 MSSSRC1 1.81 1.81 1.81 0.0000 0.0000 0.000035 MSSSRC1 1.88 1.88 1.88 0.0000 0.0000 0.0000

36 MSSSRC1 1.96 1.96 1.96 0.0000 0.0000 0.0000

37 MSSSRC1 2.04 2.04 2.04 0.0000 0.0000 0.0000

38 MSSSRC1 2.13 2.13 2.13 0.0000 0.0000 0.000039 MSSSRC1 2.23 2.23 2.23 0.0000 0.0000 0.000040 MSSSRC1 2.33 2.33 2.33 0.0000 0.0000 0.000041 MSSSRC1 2.43 2.43 2.43 0.0000 0.0000 0.0000

42 MSSSRC1 2.53 2.53 2.53 0.0000 0.0000 0.0000

43 MSSSRC1 2.64 2.64 2.64 0.0000 0.0000 0.000044 MSSSRC1 2.24 2.24 2.24 0.0000 0.0000 0.000045 MSSSRC1 1.97 1.97 1.97 0.0000 0.0000 0.0000

46 MSSSRC1 2.97 2.97 2.97 0.0000 0.0000 0.0000

47 MSSSRC1 3.09 3.09 3.09 0.0000 0.0000 0.000048 MSSSRC1 3.21 3.21 3.21 0.0000 0.0000 0.0000

49 MSSSRC1 3.32 3.32 3.32 0.0000 0.0000 0.000050 MSSSRC1 3.44 3.44 3.44 0.0000 0.0000 0.0000

51 MSSSRC1 3.56 3.56 3.56 0.0000 0.0000 0.0000

52 MSSSRC1 3.68 3.68 3.68 0.0000 0.0000 0.000053 MSSSRC1 3.80 3.80 3.80 0.0000 0.0000 0.000056 MSSSRC1 0.99 0.99 0.99 0.0000 0.0000 0.0000

59 MSSSRC1 1.40 1.40 1.40 0.0000 0.0000 0.000061 MSSSRC1 0.77 0.77 0.77 0.0000 0.0000 0.0000

6.2. Base reactions

Table 15: Base Reactions

Table 15: Base ReactionsOutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Lb Lb Lb Lb-ft Lb-ft Lb-ft

EXTERIOR -20.000 0.000 22.220 0.0000 -1466.6000 0.0000

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

Table 16: Joint Displacements

Table 16: Joint DisplacementsJoint Outpu tCase U1 U2 U3 R1 R2 R3

ft ft ft Radians Radians Radians

3 EXTERIOR 0.000000 0.000000 0.000000 0.000000 0.000233 0.000000

4 EXTERIOR 0.000000 0.000000 0.000000 0.000000 0.000455 0.0000005 EXTERIOR 0.000994 0.000000 -0.000512 0.000000 0.000232 0.0000006 EXTERIOR 0.001932 0.000000 -0.001018 0.000000 0.000227 0.000000

7 EXTERIOR 0.002805 0.000000 -0.001512 0.000000 0.000221 0.000000

8 EXTERIOR 0.003605 0.000000 -0.001988 0.000000 0.000211 0.0000009 EXTERIOR 0.004328 0.000000 -0.002441 0.000000 0.000200 0.000000

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Table 16: Joint Displacements

Joint Outpu tCase U1 U2 U3 R1 R2 R3

ft ft ft Radians Radians Radians

10 EXTERIOR 0.004969 0.000000 -0.002867 0.000000 0.000186 0.00000011 EXTERIOR 0.005529 0.000000 -0.003261 0.000000 0.000171 0.000000

12 EXTERIOR 0.006008 0.000000 -0.003620 0.000000 0.000154 0.000000

13 EXTERIOR 0.006407 0.000000 -0.003939 0.000000 0.000136 0.00000014 EXTERIOR 0.006729 0.000000 -0.004217 0.000000 0.000116 0.00000015 EXTERIOR 0.006980 0.000000 -0.004451 0.000000 0.000095 0.000000

16 EXTERIOR 0.007164 0.000000 -0.004637 0.000000 0.000073 0.000000

17 EXTERIOR 0.007287 0.000000 -0.004774 0.000000 0.000051 0.000000

18 EXTERIOR 0.007357 0.000000 -0.004860 0.000000 0.000027 0.00000019 EXTERIOR 0.007384 0.000000 -0.004896 0.000000 6.658E-06 0.00000020 EXTERIOR 0.007380 0.000000 -0.004890 0.000000 -0.000011 0.00000021 EXTERIOR 0.007357 0.000000 -0.004849 0.000000 -0.000025 0.000000

22 EXTERIOR 0.007325 0.000000 -0.004780 0.000000 -0.000037 0.000000

23 EXTERIOR 0.007290 0.000000 -0.004687 0.000000 -0.000046 0.00000024 EXTERIOR 0.007257 0.000000 -0.004577 0.000000 -0.000053 0.00000025 EXTERIOR 0.007232 0.000000 -0.004454 0.000000 -0.000058 0.000000

26 EXTERIOR 0.007216 0.000000 -0.004324 0.000000 -0.000060 0.000000

27 EXTERIOR 0.007211 0.000000 -0.003980 0.000000 -0.000409 0.00000028 EXTERIOR 0.007257 0.000000 -0.003081 0.000000 -0.000408 0.000000

29 EXTERIOR 0.007381 0.000000 -0.002186 0.000000 -0.000404 0.00000030 EXTERIOR 0.007580 0.000000 -0.001303 0.000000 -0.000398 0.000000

31 EXTERIOR 0.007851 0.000000 -0.000434 0.000000 -0.000390 0.000000

32 EXTERIOR 0.008189 0.000000 0.000414 0.000000 -0.000380 0.00000033 EXTERIOR 0.008588 0.000000 0.001237 0.000000 -0.000367 0.00000034 EXTERIOR 0.009040 0.000000 0.002028 0.000000 -0.000351 0.000000

35 EXTERIOR 0.009535 0.000000 0.002780 0.000000 -0.000332 0.000000

36 EXTERIOR 0.010062 0.000000 0.003488 0.000000 -0.000310 0.00000037 EXTERIOR 0.010607 0.000000 0.004142 0.000000 -0.000284 0.000000

38 EXTERIOR 0.011152 0.000000 0.004736 0.000000 -0.000254 0.00000039 EXTERIOR 0.011678 0.000000 0.005260 0.000000 -0.000221 0.000000

40 EXTERIOR 0.012163 0.000000 0.005704 0.000000 -0.000182 0.000000

41 EXTERIOR 0.012580 0.000000 0.006058 0.000000 -0.000139 0.00000042 EXTERIOR 0.012901 0.000000 0.006312 0.000000 -0.000091 0.00000043 EXTERIOR 0.013092 0.000000 0.006454 0.000000 -0.000037 0.000000

44 EXTERIOR 0.013115 0.000000 0.006470 0.000000 0.000023 0.000000

45 EXTERIOR 0.012930 0.000000 0.006349 0.000000 0.000088 0.00000046 EXTERIOR 0.012500 0.000000 0.006083 0.000000 0.000152 0.000000

47 EXTERIOR 0.011813 0.000000 0.005679 0.000000 0.000213 0.00000048 EXTERIOR 0.010860 0.000000 0.005146 0.000000 0.000270 0.000000

49 EXTERIOR 0.009638 0.000000 0.004494 0.000000 0.000321 0.000000

50 EXTERIOR 0.008153 0.000000 0.003736 0.000000 0.000366 0.00000051 EXTERIOR 0.006417 0.000000 0.002888 0.000000 0.000403 0.00000052 EXTERIOR 0.004455 0.000000 0.001968 0.000000 0.000431 0.000000

53 EXTERIOR 0.002301 0.000000 0.000997 0.000000 0.000449 0.00000056 EXTERIOR 0.007337 0.000000 -0.004835 0.000000 0.000036 0.000000

59 EXTERIOR 0.013023 0.000000 0.006410 0.000000 0.000064 0.00000061 EXTERIOR 0.007211 0.000000 -0.004226 0.000000 0.000000 0.000000

Table 17: Joint Reactions

Table 17: Joint Reactions

Joint Outpu tCase F1 F2 F3 M1 M2 M3

Lb Lb Lb Lb-ft Lb-ft Lb-ft

3 EXTERIOR -6.154E-04 0.000 8.887 0.0000 0.0000 0.00004 EXTERIOR -19.999 0.000 13.333 0.0000 0.0000 0.0000

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8. Frame resultsThis section provides frame force results.

Table 18: Element Forces - Frames, Part 1 of 2

Table 18: Element Forces - Frames, Part 1 of 2

Frame Station Outpu tCase P V2 V3

ft Lb Lb Lb

3 0.0000 EXTERIOR -7.901 -4.070 0.000

3 2.4023 EXTERIOR -7.901 -4.070 0.0003 4.8046 EXTERIOR -7.901 -4.070 0.0004 0.0000 EXTERIOR -7.823 -4.218 0.000

4 2.3180 EXTERIOR -7.823 -4.218 0.000

4 4.6359 EXTERIOR -7.823 -4.218 0.0005 0.0000 EXTERIOR -7.736 -4.376 0.0005 2.2345 EXTERIOR -7.736 -4.376 0.000

5 4.4690 EXTERIOR -7.736 -4.376 0.000

6 0.0000 EXTERIOR -7.638 -4.543 0.0006 2.1520 EXTERIOR -7.638 -4.543 0.000

6 4.3041 EXTERIOR -7.638 -4.543 0.0007 0.0000 EXTERIOR -7.529 -4.722 0.000

7 2.0707 EXTERIOR -7.529 -4.722 0.000

7 4.1413 EXTERIOR -7.529 -4.722 0.0008 0.0000 EXTERIOR -7.407 -4.912 0.0008 1.9905 EXTERIOR -7.407 -4.912 0.000

8 3.9811 EXTERIOR -7.407 -4.912 0.000

9 0.0000 EXTERIOR -7.269 -5.114 0.0009 1.9118 EXTERIOR -7.269 -5.114 0.000

9 3.8236 EXTERIOR -7.269 -5.114 0.00010 0.0000 EXTERIOR -7.112 -5.329 0.00010 1.8347 EXTERIOR -7.112 -5.329 0.000

10 3.6693 EXTERIOR -7.112 -5.329 0.00011 0.0000 EXTERIOR -6.936 -5.557 0.00011 1.7593 EXTERIOR -6.936 -5.557 0.000

11 3.5186 EXTERIOR -6.936 -5.557 0.000

12 0.0000 EXTERIOR -6.735 -5.799 0.000

12 1.6860 EXTERIOR -6.735 -5.799 0.00012 3.3719 EXTERIOR -6.735 -5.799 0.00013 0.0000 EXTERIOR -6.506 -6.054 0.00013 1.6149 EXTERIOR -6.506 -6.054 0.000

13 3.2298 EXTERIOR -6.506 -6.054 0.000

14 0.0000 EXTERIOR -6.246 -6.322 0.00014 1.5465 EXTERIOR -6.246 -6.322 0.000

14 3.0929 EXTERIOR -6.246 -6.322 0.00015 0.0000 EXTERIOR -5.950 -6.601 0.000

15 1.4810 EXTERIOR -5.950 -6.601 0.000

15 2.9620 EXTERIOR -5.950 -6.601 0.00016 0.0000 EXTERIOR 8.423 10.335 0.00016 0.5160 EXTERIOR 8.423 10.335 0.000

16 1.0320 EXTERIOR 8.423 10.335 0.000

17 0.0000 EXTERIOR 7.849 10.778 0.00017 1.3607 EXTERIOR 7.849 10.778 0.00017 2.7215 EXTERIOR 7.849 10.778 0.000

18 0.0000 EXTERIOR 7.200 11.222 0.000

18 1.3069 EXTERIOR 7.200 11.222 0.00018 2.6138 EXTERIOR 7.200 11.222 0.000

19 0.0000 EXTERIOR 6.469 11.658 0.00019 1.2580 EXTERIOR 6.469 11.658 0.00019 2.5160 EXTERIOR 6.469 11.658 0.000

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Table 18: Element Forces - Frames, Part 1 of 2

Frame Station Outpu tCase P V2 V3

ft Lb Lb Lb

40 3.5478 EXTERIOR -10.459 8.268 0.00041 0.0000 EXTERIOR -10.718 7.930 0.000

41 1.8496 EXTERIOR -10.718 7.930 0.000

41 3.6993 EXTERIOR -10.718 7.930 0.00042 0.0000 EXTERIOR -10.947 7.611 0.00042 1.9271 EXTERIOR -10.947 7.611 0.000

42 3.8542 EXTERIOR -10.947 7.611 0.000

43 0.0000 EXTERIOR -11.149 7.311 0.000

43 1.2755 EXTERIOR -11.149 7.311 0.00043 2.5510 EXTERIOR -11.149 7.311 0.00044 0.0000 EXTERIOR -21.873 -9.965 0.00044 2.0865 EXTERIOR -21.873 -9.965 0.000

44 4.1730 EXTERIOR -21.873 -9.965 0.000

45 0.0000 EXTERIOR -21.636 -10.470 0.00045 2.1681 EXTERIOR -21.636 -10.470 0.00045 4.3362 EXTERIOR -21.636 -10.470 0.000

46 0.0000 EXTERIOR -21.406 -10.932 0.000

46 2.2508 EXTERIOR -21.406 -10.932 0.00046 4.5015 EXTERIOR -21.406 -10.932 0.000

47 0.0000 EXTERIOR -21.184 -11.357 0.00047 2.3344 EXTERIOR -21.184 -11.357 0.000

47 4.6688 EXTERIOR -21.184 -11.357 0.000

48 0.0000 EXTERIOR -20.969 -11.749 0.00048 2.4189 EXTERIOR -20.969 -11.749 0.00048 4.8378 EXTERIOR -20.969 -11.749 0.000

49 0.0000 EXTERIOR -20.762 -12.110 0.000

49 2.5042 EXTERIOR -20.762 -12.110 0.00049 5.0084 EXTERIOR -20.762 -12.110 0.000

50 0.0000 EXTERIOR -20.564 -12.444 0.00050 2.5902 EXTERIOR -20.564 -12.444 0.000

50 5.1804 EXTERIOR -20.564 -12.444 0.000

51 0.0000 EXTERIOR -20.373 -12.754 0.00051 2.6768 EXTERIOR -20.373 -12.754 0.00051 5.3536 EXTERIOR -20.373 -12.754 0.000

52 0.0000 EXTERIOR -20.191 -13.041 0.000

52 2.7640 EXTERIOR -20.191 -13.041 0.00052 5.5280 EXTERIOR -20.191 -13.041 0.000

54 0.0000 EXTERIOR -5.614 -6.890 0.00054 0.9030 EXTERIOR -5.614 -6.890 0.000

54 1.8059 EXTERIOR -5.614 -6.890 0.000

56 0.0000 EXTERIOR -22.116 -9.414 0.00056 0.7306 EXTERIOR -22.116 -9.414 0.00056 1.4613 EXTERIOR -22.116 -9.414 0.000

59 0.0000 EXTERIOR 0.622 13.318 0.00059 0.8009 EXTERIOR 0.622 13.318 0.000

59 1.6017 EXTERIOR 0.622 13.318 0.000

62 0.0000 EXTERIOR 0.045 -13.333 0.00062 0.6000 EXTERIOR 0.045 -13.333 0.000

Table 18: Element Forces - Frames, Part 2 of 2

Table 18: Element Forces - Frames, Part 2 of 2

Frame Station Outpu tCase T M2 M3

ft Lb-ft Lb-ft Lb-ft

3 0.0000 EXTERIOR 0.0000 0.0000 9.095E-13

3 2.4023 EXTERIOR 0.0000 0.0000 9.7774

3 4.8046 EXTERIOR 0.0000 0.0000 19.55494 0.0000 EXTERIOR 0.0000 0.0000 19.5549

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Table 18: Element Forces - Frames, Part 2 of 2

Frame Station Outpu tCase T M2 M3

ft Lb-ft Lb-ft Lb-ft

4 2.3180 EXTERIOR 0.0000 0.0000 29.33234 4.6359 EXTERIOR 0.0000 0.0000 39.1096

5 0.0000 EXTERIOR 0.0000 0.0000 39.1096

5 2.2345 EXTERIOR 0.0000 0.0000 48.88705 4.4690 EXTERIOR 0.0000 0.0000 58.66436 0.0000 EXTERIOR 0.0000 0.0000 58.6643

6 2.1520 EXTERIOR 0.0000 0.0000 68.4415

6 4.3041 EXTERIOR 0.0000 0.0000 78.2188

7 0.0000 EXTERIOR 0.0000 0.0000 78.21887 2.0707 EXTERIOR 0.0000 0.0000 87.99607 4.1413 EXTERIOR 0.0000 0.0000 97.77328 0.0000 EXTERIOR 0.0000 0.0000 97.7732

8 1.9905 EXTERIOR 0.0000 0.0000 107.5503

8 3.9811 EXTERIOR 0.0000 0.0000 117.32759 0.0000 EXTERIOR 0.0000 0.0000 117.32759 1.9118 EXTERIOR 0.0000 0.0000 127.1046

9 3.8236 EXTERIOR 0.0000 0.0000 136.8817

10 0.0000 EXTERIOR 0.0000 0.0000 136.881710 1.8347 EXTERIOR 0.0000 0.0000 146.6587

10 3.6693 EXTERIOR 0.0000 0.0000 156.435711 0.0000 EXTERIOR 0.0000 0.0000 156.4357

11 1.7593 EXTERIOR 0.0000 0.0000 166.2127

11 3.5186 EXTERIOR 0.0000 0.0000 175.989612 0.0000 EXTERIOR 0.0000 0.0000 175.989612 1.6860 EXTERIOR 0.0000 0.0000 185.7666

12 3.3719 EXTERIOR 0.0000 0.0000 195.5435

13 0.0000 EXTERIOR 0.0000 0.0000 195.543513 1.6149 EXTERIOR 0.0000 0.0000 205.3203

13 3.2298 EXTERIOR 0.0000 0.0000 215.097214 0.0000 EXTERIOR 0.0000 0.0000 215.0972

14 1.5465 EXTERIOR 0.0000 0.0000 224.8740

14 3.0929 EXTERIOR 0.0000 0.0000 234.650815 0.0000 EXTERIOR 0.0000 0.0000 234.650815 1.4810 EXTERIOR 0.0000 0.0000 244.4275

15 2.9620 EXTERIOR 0.0000 0.0000 254.2042

16 0.0000 EXTERIOR 0.0000 0.0000 266.647316 0.5160 EXTERIOR 0.0000 0.0000 261.3144

16 1.0320 EXTERIOR 0.0000 0.0000 255.981617 0.0000 EXTERIOR 0.0000 0.0000 255.9816

17 1.3607 EXTERIOR 0.0000 0.0000 241.3162

17 2.7215 EXTERIOR 0.0000 0.0000 226.650818 0.0000 EXTERIOR 0.0000 0.0000 226.650818 1.3069 EXTERIOR 0.0000 0.0000 211.9854

18 2.6138 EXTERIOR 0.0000 0.0000 197.319919 0.0000 EXTERIOR 0.0000 0.0000 197.3199

19 1.2580 EXTERIOR 0.0000 0.0000 182.6544

19 2.5160 EXTERIOR 0.0000 0.0000 167.988920 0.0000 EXTERIOR 0.0000 0.0000 167.9889

20 1.2146 EXTERIOR 0.0000 0.0000 153.3234

20 2.4292 EXTERIOR 0.0000 0.0000 138.657821 0.0000 EXTERIOR 0.0000 0.0000 138.657821 1.1773 EXTERIOR 0.0000 0.0000 123.9922

21 2.3547 EXTERIOR 0.0000 0.0000 109.3266

22 0.0000 EXTERIOR 0.0000 0.0000 109.326622 1.1468 EXTERIOR 0.0000 0.0000 94.6609

22 2.2936 EXTERIOR 0.0000 0.0000 79.995223 0.0000 EXTERIOR 0.0000 0.0000 79.995223 1.1236 EXTERIOR 0.0000 0.0000 65.3295

23 2.2472 EXTERIOR 0.0000 0.0000 50.6637

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Table 18: Element Forces - Frames, Part 2 of 2

Frame Station Outpu tCase T M2 M3

ft Lb-ft Lb-ft Lb-ft

24 0.0000 EXTERIOR 0.0000 0.0000 50.663724 1.1081 EXTERIOR 0.0000 0.0000 35.9979

24 2.2162 EXTERIOR 0.0000 0.0000 21.3321

26 0.0000 EXTERIOR 0.0000 0.0000 -7.999626 1.1015 EXTERIOR 0.0000 0.0000 -22.665526 2.2030 EXTERIOR 0.0000 0.0000 -37.3314

27 0.0000 EXTERIOR 0.0000 0.0000 -37.3314

27 1.1105 EXTERIOR 0.0000 0.0000 -51.9974

27 2.2210 EXTERIOR 0.0000 0.0000 -66.663328 0.0000 EXTERIOR 0.0000 0.0000 -66.663328 1.1275 EXTERIOR 0.0000 0.0000 -81.329428 2.2551 EXTERIOR 0.0000 0.0000 -95.9954

29 0.0000 EXTERIOR 0.0000 0.0000 -95.9954

29 1.1522 EXTERIOR 0.0000 0.0000 -110.661529 2.3045 EXTERIOR 0.0000 0.0000 -125.327630 0.0000 EXTERIOR 0.0000 0.0000 -125.3276

30 1.1841 EXTERIOR 0.0000 0.0000 -139.9937

30 2.3682 EXTERIOR 0.0000 0.0000 -154.659931 0.0000 EXTERIOR 0.0000 0.0000 -154.6599

31 1.2226 EXTERIOR 0.0000 0.0000 -169.326131 2.4452 EXTERIOR 0.0000 0.0000 -183.9923

32 0.0000 EXTERIOR 0.0000 0.0000 -183.9923

32 1.2671 EXTERIOR 0.0000 0.0000 -198.658532 2.5343 EXTERIOR 0.0000 0.0000 -213.324833 0.0000 EXTERIOR 0.0000 0.0000 -213.3248

33 1.3171 EXTERIOR 0.0000 0.0000 -227.9911

33 2.6341 EXTERIOR 0.0000 0.0000 -242.657434 0.0000 EXTERIOR 0.0000 0.0000 -242.6574

34 1.3718 EXTERIOR 0.0000 0.0000 -257.323834 2.7436 EXTERIOR 0.0000 0.0000 -271.9902

35 0.0000 EXTERIOR 0.0000 0.0000 -271.9902

35 1.4308 EXTERIOR 0.0000 0.0000 -286.656635 2.8616 EXTERIOR 0.0000 0.0000 -301.323136 0.0000 EXTERIOR 0.0000 0.0000 -301.3231

36 1.4936 EXTERIOR 0.0000 0.0000 -315.9896

36 2.9872 EXTERIOR 0.0000 0.0000 -330.656137 0.0000 EXTERIOR 0.0000 0.0000 -330.6561

37 1.5596 EXTERIOR 0.0000 0.0000 -345.322637 3.1193 EXTERIOR 0.0000 0.0000 -359.9892

38 0.0000 EXTERIOR 0.0000 0.0000 -359.9892

38 1.6286 EXTERIOR 0.0000 0.0000 -374.655838 3.2572 EXTERIOR 0.0000 0.0000 -389.322439 0.0000 EXTERIOR 0.0000 0.0000 -389.3224

39 1.7001 EXTERIOR 0.0000 0.0000 -403.989139 3.4003 EXTERIOR 0.0000 0.0000 -418.6558

40 0.0000 EXTERIOR 0.0000 0.0000 -418.6558

40 1.7739 EXTERIOR 0.0000 0.0000 -433.322540 3.5478 EXTERIOR 0.0000 0.0000 -447.9892

41 0.0000 EXTERIOR 0.0000 0.0000 -447.9892

41 1.8496 EXTERIOR 0.0000 0.0000 -462.656041 3.6993 EXTERIOR 0.0000 0.0000 -477.322842 0.0000 EXTERIOR 0.0000 0.0000 -477.3228

42 1.9271 EXTERIOR 0.0000 0.0000 -491.9897

42 3.8542 EXTERIOR 0.0000 0.0000 -506.656543 0.0000 EXTERIOR 0.0000 0.0000 -506.6565

43 1.2755 EXTERIOR 0.0000 0.0000 -515.981843 2.5510 EXTERIOR 0.0000 0.0000 -525.307144 0.0000 EXTERIOR 0.0000 0.0000 -511.5504

44 2.0865 EXTERIOR 0.0000 0.0000 -490.7573

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Table 18: Element Forces - Frames, Part 2 of 2

Frame Station Outpu tCase T M2 M3

ft Lb-ft Lb-ft Lb-ft

44 4.1730 EXTERIOR 0.0000 0.0000 -469.964345 0.0000 EXTERIOR 0.0000 0.0000 -469.9643

45 2.1681 EXTERIOR 0.0000 0.0000 -447.2646

45 4.3362 EXTERIOR 0.0000 0.0000 -424.565046 0.0000 EXTERIOR 0.0000 0.0000 -424.565046 2.2508 EXTERIOR 0.0000 0.0000 -399.9588

46 4.5015 EXTERIOR 0.0000 0.0000 -375.3525

47 0.0000 EXTERIOR 0.0000 0.0000 -375.3525

47 2.3344 EXTERIOR 0.0000 0.0000 -348.839747 4.6688 EXTERIOR 0.0000 0.0000 -322.326848 0.0000 EXTERIOR 0.0000 0.0000 -322.326848 2.4189 EXTERIOR 0.0000 0.0000 -293.9073

48 4.8378 EXTERIOR 0.0000 0.0000 -265.4879

49 0.0000 EXTERIOR 0.0000 0.0000 -265.487949 2.5042 EXTERIOR 0.0000 0.0000 -235.161849 5.0084 EXTERIOR 0.0000 0.0000 -204.8357

50 0.0000 EXTERIOR 0.0000 0.0000 -204.8357

50 2.5902 EXTERIOR 0.0000 0.0000 -172.603050 5.1804 EXTERIOR 0.0000 0.0000 -140.3704

51 0.0000 EXTERIOR 0.0000 0.0000 -140.370451 2.6768 EXTERIOR 0.0000 0.0000 -106.2311

51 5.3536 EXTERIOR 0.0000 0.0000 -72.0918

52 0.0000 EXTERIOR 0.0000 0.0000 -72.091852 2.7640 EXTERIOR 0.0000 0.0000 -36.045952 5.5280 EXTERIOR 0.0000 0.0000 -8.527E-14

54 0.0000 EXTERIOR 0.0000 0.0000 254.2042

54 0.9030 EXTERIOR 0.0000 0.0000 260.425754 1.8059 EXTERIOR 0.0000 0.0000 266.6473

56 0.0000 EXTERIOR 0.0000 0.0000 -525.307156 0.7306 EXTERIOR 0.0000 0.0000 -518.4287

56 1.4613 EXTERIOR 0.0000 0.0000 -511.5504

59 0.0000 EXTERIOR 0.0000 0.0000 21.332159 0.8009 EXTERIOR 0.0000 0.0000 10.666159 1.6017 EXTERIOR 0.0000 0.0000 -2.725E-12

62 0.0000 EXTERIOR 0.0000 0.0000 -7.999662 0.6000 EXTERIOR 0.0000 0.0000 2.023E-11

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

Table 19: Material List 2 - By Section Property

Table 19: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

ft Lb

FSEC1 Frame 53 170.4719 3834.316

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

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10.1. Steel design

Table 20: Preferences - Steel Design - AISC 360-10, Part 1 of 4

Table 20: Preferences - Steel Design - AISC 360-10, Part 1 of 4

THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFa

Envelopes SMF 0.750000 0.950000 1 D Yes Yes 1.00

Table 20: Preferences - Steel Design - AISC 360-10, Part 2 of 4Table 20: Preferences - Steel Design - AISC 360-10, Part 2 of 4

SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod SRMeth

1.000000 0.500000 8.000000 5.500000 3.000000 LRFD DirectAnalysis

General 2ndOrder

Tau-b F

Table 20: Preferences - Steel Design - AISC 360-10, Part 3 of 4

Table 20: Preferences - Steel Design - AISC 360-10, Part 3 of 4

NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugW

0.002000 0.900000 0.900000 0.900000 0.750000 0.900000 1.000000 0.900000 Yes

Table 20: Preferences - Steel Design - AISC 360-10, Part 4 of 4

Table 20: Preferences - Steel Design - AISC 360-10, Part 4 of 4

HSSWelding HSSReduceT

CheckDefl DLRat SDLAndLLRat

LLRat TotalRat NetRat

ERW No No 120.000000 120.000000 360.000000 240.000000 240.000000

10.2. Concrete design

Table 21: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

Table 21: Preferences - Concrete Design - ACI 318-11, Part 1 of 2

THDesign NumCurves NumPoints MinEccen PatLLF UFLimit SeisCat PhiT PhiC

Envelopes 24 11 Yes 0.750000 0.950000 D 0.900000 0.65

Table 21: Preferences - Concrete Design - ACI 318-11, Part 2 of 2

Table 21: Preferences - Concrete Design - ACI 318-11,Part 2 of 2

PhiCSpiral PhiV PhiVSeismic

PhiVJoint

0.750000 0.750000 0.600000 0.850000

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10.3. Aluminum design

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

Table 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-ASD96

Table 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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