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License #

SAP2000 Analysis Report

Prepared by

AZMIE

Model Name: LPG FILLING HALL FOR TOTAL ETHIOPIA FINAL1.SDB

14 May 2013

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LPG FILLING HALL FOR TOTAL ETHIOPIA FINAL 1.SDB SAP2000 v14.0.0 - LicenContents 14 May 2

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Contents1. Model geometry..............................................................................................................................................................

1.1. J oint coordinates .................................................................................................................................................1.2. J oint restraints.....................................................................................................................................................1.3. Element connectivity ...........................................................................................................................................

2. Material properties..........................................................................................................................................................3. Section properties...........................................................................................................................................................

3.1. Frames ................................................................................................................................................................3.2. Cables ................................................................................................................................................................ 3.3. Areas .................................................................................................................................................................. 3.4. Solids..................................................................................................................................................................

4. Load patterns................................................................................................................................................................. 4.1. Definitions...........................................................................................................................................................

5. Load cases .................................................................................................................................................................... 5.1. Definitions........................................................................................................................................................... 5.2. Static case load assignments............................................................................................................................. 5.3. Response spectrum case load assignments......................................................................................................

6. Load combinations ........................................................................................................................................................

7. Structure results ............................................................................................................................................................ 7.1. Mass summary................................................................................................................................................... 7.2. Base reactions....................................................................................................................................................

8. J oint results ................................................................................................................................................................... 9. Frame results................................................................................................................................................................. 10. Material take-off........................................................................................................................................................... 11. Design preferences.....................................................................................................................................................

11.1. Steel design...................................................................................................................................................... 12. Design overwrites........................................................................................................................................................

12.1. Steel design...................................................................................................................................................... 13. Design summary..........................................................................................................................................................

13.1. Steel design......................................................................................................................................................

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

List of TablesTable 1: J oint Coordinates .................................................................................................................................................Table 2: J oint Restraint Assignments.................................................................................................................................Table 3: Connectivity - Frame............................................................................................................................................

Table 4: Frame Section Assignments ................................................................................................................................Table 5: Material Properties 02 - Basic Mechanical Properties ........................................................................................Table 6: Material Properties 03a - Steel Data....................................................................................................................Table 7: Material Properties 03b - Concrete Data..............................................................................................................Table 8: Material Properties 03d - Cold Formed Data ......................................................................................................Table 9: Frame Section Properties 01 - General, Part 1 of 4............................................................................................Table 9: Frame Section Properties 01 - General, Part 2 of 4............................................................................................Table 9: Frame Section Properties 01 - General, Part 3 of 4............................................................................................Table 9: Frame Section Properties 01 - General, Part 4 of 4............................................................................................Table 10: Frame Section Properties 05 - Nonprismatic....................................................................................................

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LPG FILLING HALL FOR TOTAL ETHIOPIA FINAL 1.SDB SAP2000 v14.0.0 - LicenList of Tables 14 May 2

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Table 11: Cable Section Definitions, Part 1 of 2 ............................................................................................................... Table 11: Cable Section Definitions, Part 2 of 2 ............................................................................................................... Table 12: Area Section Properties, Part 1 of 3.................................................................................................................. Table 12: Area Section Properties, Part 2 of 3.................................................................................................................. Table 12: Area Section Properties, Part 3 of 3.................................................................................................................. Table 13: Solid Property Definitions.................................................................................................................................. Table 14: Load Pattern Definitions.................................................................................................................................... Table 15: Load Case Definitions ....................................................................................................................................... Table 16: Case - Static 1 - Load Assignments.................................................................................................................. Table 17: Function - Response Spectrum - User.............................................................................................................. Table 18: Combination Definitions .................................................................................................................................... Table 19: Assembled J oint Masses................................................................................................................................... Table 20: Base Reactions ................................................................................................................................................. Table 21: J oint Displacements .......................................................................................................................................... Table 22: J oint Reactions.................................................................................................................................................. Table 23: Element Forces - Frames, Part 1 of 2............................................................................................................... Table 23: Element Forces - Frames, Part 2 of 2............................................................................................................... Table 24: Material List 2 - By Section Property................................................................................................................. Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 ......................................................................Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 ......................................................................

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 ......................................................................Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 1 of 6.........................................................................Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 2 of 6.........................................................................Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 3 of 6.........................................................................Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 4 of 6.........................................................................Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 5 of 6.........................................................................Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 6 of 6.........................................................................Table 30: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2...............................................................Table 30: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2...............................................................

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LPG FILLING HALL FOR TOTAL ETHIOPIA FINAL 1.SDB SAP2000 v14.0.0 - Licen1. Model geometry 14 May 2

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

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ

in in in

1 GLOBAL Cartesian 0.000 0.000 0.000

10 GLOBAL Cartesian -4.012E-18 0.000 5.44011 GLOBAL Cartesian 7.000 0.000 6.140

12 GLOBAL Cartesian 14.000 0.000 5.440

13 GLOBAL Cartesian 14.000 0.000 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

13 Yes Yes Yes No No No

1.3. Element connectiv ity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame

Frame JointI JointJ Length

in9 10 11 7.035

10 12 11 7.035

11 1 10 5.440

12 13 12 5.440

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments

Frame AnalSect DesignSect MatProp

9 RAFTER

400-250

RAFTER

400-250

Default

10 RAFTER400-250

RAFTER400-250

Default

11 COLUMN400-200

COLUMN400-200

Default

12 COLUMN400-200

COLUMN400-200

Default

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

Table 5: Material Propert ies 02 - Basic Mechanical Properties

Table 5: Material Properties 02 - Basic Mechanical Properties

Material UnitWeigh t UnitMass E1 G12 U12 A1

Kip/in3 Kip-s2/in4 Kip/in2 Kip/in2 1/F

4000Psi 2.3563E+01 2.4028E+00 2.5E+07 1.0E+07 0.200000 9.9000E-06

A572Gr50 7.6973E+01 7.8490E+00 2.0E+08 7.7E+07 0.300000 1.1700E-05

A653SQGr50 7.6973E+01 7.8490E+00 2.0E+08 7.8E+07 0.300000 1.1700E-05

A992Fy50 7.6973E+01 7.8490E+00 2.0E+08 7.7E+07 0.300000 1.1700E-05

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Table 6: Material Properties 03a - Steel Data

Table 6: Material Properties 03a - Steel Data

Material Fy Fu FinalSlope

Kip/in2 Kip/in2A572Gr50 344737.9 448159.3 -0.100000

A992Fy50 344737.9 448159.3 -0.100000

Table 7: Material Propert ies 03b - Concrete Data

Table 7: Material Properties 03b - ConcreteData

Material Fc FinalSlope

Kip/in2

4000Psi 27579.030 -0.100000

Table 8: Material Properties 03d - Cold Formed Data

Table 8: Material Properti es 03d - ColdFormed Data

Material Fy Fu

Kip/in2 Kip/in2

A653SQGr50 344737.9 448159.3

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 4

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

SectionName Material Shape t3 t2 tf tw t2b tfb

in in in in in in

250=3-4MEMBER150*6*250*5*150*6

A572Gr50 I/Wide Flange 0.2620 0.1500 0.0060 0.0050 0.1500 0.0060

250=5-4MEMBER

150*8*250*4*150*6

A572Gr50 I/Wide Flange 0.2640 0.1500 0.0080 0.0040 0.1500 0.0060

250=1-2MEMBER

150*6*250*4*150*8

A572Gr50 I/Wide Flange 0.2640 0.1500 0.0060 0.0040 0.1500 0.0080

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

SectionName Material Shape t3 t2 tf tw t2b tfb

in in in in in in

250=2-3MEMBER

150*6*250*4*150*6

A572Gr50 I/Wide Flange 0.2620 0.1500 0.0060 0.0040 0.1500 0.0060

700=3-4MEMBER150*6*700*4*150

*6

A572Gr50 I/Wide Flange 0.7120 0.1500 0.0060 0.0040 0.1500 0.0060

700=2-3MEMBER

150*6*700*5*150*6

A572Gr50 I/Wide Flange 0.7120 0.1500 0.0060 0.0050 0.1500 0.0060

700=5-4MEMBER

150*8*700*4*150*6

A572Gr50 I/Wide Flange 0.7140 0.1500 0.0080 0.0040 0.1500 0.0060

700=1-2MEMBER150*6*700*4*1

50*8

A572Gr50 I/Wide Flange 0.7140 0.1500 0.0060 0.0040 0.1500 0.0080

COLUMN

140*5-200*4-140*5

A572Gr50 I/Wide Flange 0.2000 0.1400 0.0050 0.0040 0.1400 0.0050

COLUMN140*5-400*4-140

*5

A572Gr50 I/Wide Flange 0.4000 0.1400 0.0050 0.0040 0.1400 0.0050

COLUMN400-200

Nonprismatic

RAFTER150*5-250*5-150

*5

A572Gr50 I/Wide Flange 0.2600 0.1500 0.0050 0.0050 0.1500 0.0050

RAFTER150*5-400*5-150

*5

A572Gr50 I/Wide Flange 0.4000 0.1500 0.0050 0.0050 0.1500 0.0050

RAFTER400-250

Nonprismatic

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

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

SectionName Area TorsConst I33 I22 AS2 AS3

in2 in4 in4 in4 in2 in2

250=3-4MEMBER150*6*250*5*150*6

3.1E-03 3.1E-08 3.6E-05 3.4E-06 1.3E-03 1.5E-03

250=5-4MEMBER

150*8*250*4*150*6

3.1E-03 4.1E-08 3.9E-05 3.9E-06 1.1E-03 1.8E-03

250=1-2MEMBE

R150*6*250*4*150

*8

3.1E-03 4.1E-08 3.9E-05 3.9E-06 1.1E-03 1.8E-03

250=2-3MEMBER

150*6*250*4*150*6

2.8E-03 2.6E-08 3.5E-05 3.4E-06 1.0E-03 1.5E-03

700=3-4MEMBER

150*6*700*4*150*6

4.6E-03 3.6E-08 3.4E-04 3.4E-06 2.8E-03 1.5E-03

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

SectionName Area TorsConst I33 I22 AS2 AS3

in2 in4 in4 in4 in2 in2

700=2-3MEMBER

150*6*700*5*150*6

5.3E-03 5.0E-08 3.7E-04 3.4E-06 3.6E-03 1.5E-03

700=5-4MEMBER150*8*700*4*150

*6

4.9E-03 5.0E-08 3.8E-04 3.9E-06 2.9E-03 1.8E-03

700=1-2MEMBER150*6*700*4*1

50*8

4.9E-03 5.0E-08 3.8E-04 3.9E-06 2.9E-03 1.8E-03

COLUMN140*5-200*4-140

*5

2.2E-03 1.5E-08 1.6E-05 2.3E-06 8.0E-04 1.2E-03

COLUMN140*5-400*4-140

*5

3.0E-03 2.0E-08 7.4E-05 2.3E-06 1.6E-03 1.2E-03

COLUMN400-200

RAFTER

150*5-250*5-150*5

2.8E-03 2.3E-08 3.1E-05 2.8E-06 1.3E-03 1.3E-03

RAFTER150*5-400*5-150

*5

3.5E-03 2.8E-08 8.3E-05 2.8E-06 2.0E-03 1.3E-03

RAFTER400-250

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

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

SectionName S33 S22 Z33 Z22 R33 R22

in3 in3 in3 in3 in in

250=3-4MEMBER150*6*250*5*150*6

2.8E-04 4.5E-05 3.1E-04 6.9E-05 0.1087 0.0333

250=5-4MEMBER

150*8*250*4*150*6

2.7E-04 5.3E-05 3.3E-04 8.0E-05 0.1128 0.0356

250=1-2MEMBER

150*6*250*4*150*8

2.7E-04 5.3E-05 3.3E-04 8.0E-05 0.1128 0.0356

250=2-3MEMBER

150*6*250*4*150*6

2.7E-04 4.5E-05 2.9E-04 6.9E-05 0.1113 0.0347

700

=3-4MEMBER150*6*700*4*150

*6

9.5E-04 4.5E-05 1.1E-03 7.0E-05 0.2713 0.0271

700=2-3MEMBER

150*6*700*5*150*6

1.0E-03 4.5E-05 1.2E-03 7.2E-05 0.2632 0.0253

700=5-4MEMBER

150*8*700*4*150*6

9.9E-04 5.3E-05 1.2E-03 8.2E-05 0.2765 0.0284

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

SectionName S33 S22 Z33 Z22 R33 R22

in3 in3 in3 in3 in in

700=1-2MEMBER150*6*700*4*1

50*8

9.9E-04 5.3E-05 1.2E-03 8.2E-05 0.2765 0.0284

COLUMN

140*5-200*4-140*5

1.6E-04 3.3E-05 1.7E-04 5.0E-05 0.0850 0.0325

COLUMN140*5-400*4-140

*5

3.7E-04 3.3E-05 4.3E-04 5.1E-05 0.1585 0.0278

COLUMN400-200

RAFTER150*5-250*5-150

*5

2.4E-04 3.8E-05 2.7E-04 5.8E-05 0.1060 0.0320

RAFTER150*5-400*5-150

*5

4.2E-04 3.8E-05 4.9E-04 5.9E-05 0.1553 0.0286

RAFTER400-250

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

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

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

250=3-4MEMBER150*6*250*5*150*6

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

250=5-4MEMBER

150*8*250*4*150*6

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

250=1-2MEMBE

R150*6*250*4*150*8

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

250=2-3MEMBER

150*6*250*4*150*6

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

700=3-4MEMBER

150*6*700*4*150*6

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

700=2-3MEMBER

150*6*700*5*150*6

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

700=

5-4MEMBER150*8*700*4*150

*6

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

700=1-2MEMBER150*6*700*4*1

50*8

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

COLUMN140*5-200*4-140

*5

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

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

SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

COLUMN140*5-400*4-140

*5

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

COLUMN

400-200RAFTER

150*5-250*5-150*5

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

RAFTER150*5-400*5-150

*5

1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

RAFTER400-250

Table 10: Frame Section Properties 05 - Nonprismatic

Table 10: Frame Section Properties 05 - Nonprismatic

SectionName SegmentNum

StartSect EndSect AbsLength VarLength EI33Var EI22Var

in

COLUMN400-200

1 COLUMN140*5-200*4-140

*5

COLUMN140*5-400*4-140

*5

4.8200 Linear Linear

RAFTER400-250

1 RAFTER150*5-400*5-150

*5

RAFTER150*5-250*5-150

*5

7.5370 Linear Linear

3.2. Cables

Table 11: Cable Section Defini tions, Part 1 of 2

Table 11: Cable Section Definitions, Part 1 of 2

CableSect Material Diameter Ar ea TorsConst I AS

in in2 in4 in4 in2

CAB1 A992Fy50 0.0287 6.450E-04 6.625E-08 3.312E-08 5.810E-04

Table 11: Cable Section Defini tions, Part 2 of 2

Table 11: Cable Section Definitions, Part 2 of 2

CableSect AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

CAB1 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

3.3. Areas

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Table 12: Area Section Properties, Part 1 of 3

Table 12: Area Section Properties, Part 1 of 3

Section Material AreaType Type DrillDOF Thickness BendThick F11Mod

in in

ASEC1 A992Fy50 Shell Shell-Thin Yes 0.2500 0.2500 1.000000

ASEC2 A572Gr50 Shell Plate-Thin 5.000E-04 5.000E-04 1.000000

Table 12: Area Section Properties, Part 2 of 3

Table 12: Area Section Propert ies, Part 2 of 3

Section F22Mod F12Mod M11Mod M22Mod M12Mod V13Mod V23Mod MMo

ASEC1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.0000

ASEC2 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.0000

Table 12: Area Section Properties, Part 3 of 3

Table 12: Area Section

Properties, Part 3 of 3Section WMod

ASEC1 1.000000

ASEC2 1.000000

3.4. Solids

Table 13: Solid Property Definit ions

Table 13: Solid Property Definitions

SolidProp Material MatAngleA MatAngleB MatAngleC

Degrees Degrees Degrees

SOLID1 4000Psi 0.000 0.000 0.000

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

4.1. Definitions

Table 14: Load Pattern Defin itions

Table 14: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

live LIVE 0.000000

load casee 1 WIND 0.000000 None

dead DEAD 1.000000

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Table 14: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad

load case 2 WIND 0.000000 None

5. Load casesThis section provides load case information.

5.1. Definitions

Table 15: Load Case Defin itions

Table 15: Load Case Definitions

Case Type Initi alCond ModalCase BaseCase

dead LinStatic Zerolive LinStatic Zero

load case 1 LinStatic Zero

load case 2 LinStatic Zero

5.2. Static case load assignments

Table 16: Case - Static 1 - Load Assignments

Table 16: Case - Static 1 - Load Assignments

Case LoadType LoadName LoadSF

dead Load pattern dead 1.000

live Load pattern live 1.000

load case 1 Load pattern load casee 1 1.000

load case 2 Load pattern load case 2 1.000

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5.3. Response spectrum case load assignments

Table 17: Function - Response Spectrum - User

Table 17: Function - Response Spectrum - User

Name Period Accel FuncDamp

Sec

UNIFRS 0.000 1.000 0.050

UNIFRS 1.000 1.000

6. Load combinationsThis section provides load combination information.

Table 18: Combination Definit ions

Table 18: Combination Definitions

ComboName ComboType CaseName ScaleFactor

UDSTL1 Linear Add dead 1.400000

UDSTL2 Linear Add dead 1.200000

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Table 18: Combination Definitions

ComboName ComboType CaseName ScaleFactor

UDSTL2 live 1.600000

UDSTL3 Linear Add dead 1.200000

UDSTL3 live 1.000000

UDSTL3 load case 1 1.600000

UDSTL4 Linear Add dead 1.200000

UDSTL4 live 1.000000

UDSTL4 load case 1 -1.600000

UDSTL5 Linear Add dead 1.200000

UDSTL5 live 1.000000

UDSTL5 load case 2 1.600000

UDSTL6 Linear Add dead 1.200000

UDSTL6 live 1.000000

UDSTL6 load case 2 -1.600000

UDSTL7 Linear Add dead 1.200000

UDSTL7 load case 1 0.800000

UDSTL8 Linear Add dead 1.200000

UDSTL8 load case 1 -0.800000

UDSTL9 Linear Add dead 1.200000UDSTL9 load case 2 0.800000

UDSTL10 Linear Add dead 1.200000

UDSTL10 load case 2 -0.800000

UDSTL11 Linear Add dead 0.900000

UDSTL11 load case 1 1.600000

UDSTL12 Linear Add dead 0.900000

UDSTL12 load case 1 -1.600000

UDSTL13 Linear Add dead 0.900000

UDSTL13 load case 2 1.600000

UDSTL14 Linear Add dead 0.900000

UDSTL14 load case 2 -1.600000

UDSTL31 Linear Add dead 1.000000

UDSTL32 Linear Add dead 1.000000

UDSTL32 live 1.000000

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

Figure 2: Deformed shape

7.1. Mass summary

Table 19: Assembled Joint Masses

Table 19: Assembled Joint Masses

Joint U1 U2 U3 R1 R2 R3

Kip-s2/in Kip-s2/in Kip-s2/in Kip-in-s2 Kip-in-s2 Kip-in-s2

1 0.0518 0.0518 0.0518 0.000 0.000 0.000

10 0.1500 0.1500 0.1500 0.000 0.000 0.000

11 0.1600 0.1600 0.1600 0.000 0.000 0.000

12 0.1500 0.1500 0.1500 0.000 0.000 0.000

13 0.0518 0.0518 0.0518 0.000 0.000 0.000

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7.2. Base reactions

Table 20: Base Reactions

Table 20: Base Reactions

OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ

Kip Kip Kip Kip-in Kip-in Kip-in

dead -2.248E-20 0.000 12.220 0.000 -85.537 0.000

live 0.000 0.000 38.298 0.000 -268.087 0.000

load case 1 -6.320 0.000 -29.400 0.000 174.579 0.000

load case 2 -7.498 0.000 -23.555 0.000 168.077 0.000

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

Table 21: Joint Displacements

Table 21: Joint Displacements

Joint OutputCase U1 U2 U3 R1 R2 R3

in in in Radians Radians Radians

1 dead 0.000 0.000 0.000 0.000 0.000 0.000

1 live 0.000 0.000 0.000 0.000 -1.402E-20 0.000

1 load case 1 0.000 0.000 0.000 0.000 5.781E-03 0.000

1 load case 2 0.000 0.000 0.000 0.000 6.862E-03 0.000

10 dead -1.259E-20 0.000 -7.500E-05 0.000 0.000 0.000

10 live -4.734E-20 0.000 -2.560E-04 0.000 0.000 0.000

10 load case 1 0.019 0.000 2.270E-04 0.000 4.267E-06 0.000

10 load case 2 0.022 0.000 1.550E-04 0.000 -4.362E-07 0.000

11 dead -1.259E-20 0.000 -7.500E-05 0.000 0.000 0.000

11 live -4.803E-20 0.000 -2.560E-04 0.000 0.000 0.000

11 load case 1 0.019 0.000 1.970E-04 0.000 4.267E-06 0.000

11 load case 2 0.022 0.000 1.580E-04 0.000 -4.362E-07 0.00012 dead -1.259E-20 0.000 -7.500E-05 0.000 0.000 0.000

12 live -4.734E-20 0.000 -2.560E-04 0.000 0.000 0.000

12 load case 1 0.019 0.000 1.670E-04 0.000 4.267E-06 0.000

12 load case 2 0.022 0.000 1.610E-04 0.000 -4.362E-07 0.000

13 dead 0.000 0.000 0.000 0.000 0.000 0.000

13 live 0.000 0.000 0.000 0.000 -1.396E-20 0.000

13 load case 1 0.000 0.000 0.000 0.000 5.781E-03 0.000

13 load case 2 0.000 0.000 0.000 0.000 6.862E-03 0.000

Table 22: Joint Reactions

Table 22: Joint Reactions

Joint OutputCase F1 F2 F3 M1 M2 M3

Kip Kip Kip Kip-in Kip-in Kip-in1 dead -2.131E-18 0.000 6.110 0.000 0.000 0.000

1 live -7.045E-18 0.000 19.149 0.000 0.000 0.000

1 load case 1 -3.160 0.000 -16.930 0.000 0.000 0.000

1 load case 2 -3.749 0.000 -11.550 0.000 0.000 0.000

13 dead 2.108E-18 0.000 6.110 0.000 0.000 0.000

13 live 7.045E-18 0.000 19.149 0.000 0.000 0.000

13 load case 1 -3.160 0.000 -12.470 0.000 0.000 0.000

13 load case 2 -3.749 0.000 -12.005 0.000 0.000 0.000

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9. Frame resultsThis section provides frame force results.

Table 23: Element Forces - Frames, Part 1 of 2

Table 23: Element Forces - Frames, Part 1 of 2

Frame Station Outpu tCase P V2 V3

in Kip Kip Kip

9 0.000 dead -0.263 -2.707 0.000

9 3.517 dead -7.888E-03 -0.153 0.000

9 7.035 dead 0.238 2.306 0.000

9 0.000 live -0.989 -10.146 0.000

9 3.517 live -0.036 -0.619 0.000

9 7.035 live 0.917 8.908 0.000

9 0.000 load case 1 0.000 7.867 0.000

9 3.517 load case 1 0.000 0.480 0.000

9 7.035 load case 1 0.000 -6.907 0.000

9 0.000 load case 2 0.000 3.150 0.000

9 3.517 load case 2 0.000 0.192 0.000

9 7.035 load case 2 0.000 -2.766 0.000

10 0.000 dead -0.263 -2.707 0.000

10 3.517 dead -7.888E-03 -0.153 0.000

10 7.035 dead 0.238 2.306 0.000

10 0.000 live -0.989 -10.146 0.000

10 3.517 live -0.036 -0.619 0.000

10 7.035 live 0.917 8.908 0.000

10 0.000 load case 1 0.000 7.867 0.000

10 3.517 load case 1 0.000 0.480 0.000

10 7.035 load case 1 0.000 -6.907 0.000

10 0.000 load case 2 0.000 9.455 0.00010 3.517 load case 2 0.000 0.577 0.000

10 7.035 load case 2 0.000 -8.301 0.000

11 0.000 dead -6.110 -2.375E-18 0.000

11 2.720 dead -5.616 -2.010E-18 0.000

11 5.440 dead -5.038 -1.584E-18 0.000

11 0.000 live -19.149 -7.076E-18 0.000

11 2.720 live -19.149 -7.076E-18 0.000

11 5.440 live -19.149 -7.076E-18 0.000

11 0.000 load case 1 16.930 3.160 0.000

11 2.720 load case 1 16.930 3.160 0.000

11 5.440 load case 1 16.930 -8.882E-16 0.000

11 0.000 load case 2 11.550 3.749 0.000

11 2.720 load case 2 11.550 3.749 0.000

11 5.440 load case 2 11.550 0.589 0.00012 0.000 dead -6.110 -2.108E-18 0.000

12 2.720 dead -5.616 -2.108E-18 0.000

12 5.440 dead -5.038 -2.108E-18 0.000

12 0.000 live -19.149 -7.045E-18 0.000

12 2.720 live -19.149 -7.045E-18 0.000

12 5.440 live -19.149 -7.045E-18 0.000

12 0.000 load case 1 12.470 3.160 0.000

12 2.720 load case 1 12.470 3.160 0.000

12 5.440 load case 1 12.470 -8.882E-16 0.000

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Table 23: Element Forces - Frames, Part 1 of 2

Frame Station Outpu tCase P V2 V3

in Kip Kip Kip

12 0.000 load case 2 12.005 3.749 0.000

12 2.720 load case 2 12.005 3.749 0.000

12 5.440 load case 2 12.005 0.589 0.000

Table 23: Element Forces - Frames, Part 2 of 2

Table 23: Element Forces - Frames, Part 2 of 2

Frame Station Outpu tCase T M2 M3

in Kip-in Kip-in Kip-in

9 0.000 dead 0.000 0.000 -3.532

9 3.517 dead 0.000 0.000 1.469

9 7.035 dead 0.000 0.000 -2.345

9 0.000 live 0.000 0.000 -13.348

9 3.517 live 0.000 0.000 5.585

9 7.035 live 0.000 0.000 -8.9949 0.000 load case 1 0.000 0.000 10.349

9 3.517 load case 1 0.000 0.000 -4.330

9 7.035 load case 1 0.000 0.000 6.973

9 0.000 load case 2 0.000 0.000 4.145

9 3.517 load case 2 0.000 0.000 -1.734

9 7.035 load case 2 0.000 0.000 2.793

10 0.000 dead 0.000 0.000 -3.532

10 3.517 dead 0.000 0.000 1.469

10 7.035 dead 0.000 0.000 -2.345

10 0.000 live 0.000 0.000 -13.348

10 3.517 live 0.000 0.000 5.585

10 7.035 live 0.000 0.000 -8.994

10 0.000 load case 1 0.000 0.000 10.349

10 3.517 load case 1 0.000 0.000 -4.33010 7.035 load case 1 0.000 0.000 6.973

10 0.000 load case 2 0.000 0.000 12.439

10 3.517 load case 2 0.000 0.000 -5.204

10 7.035 load case 2 0.000 0.000 8.381

11 0.000 dead 0.000 0.000 0.000

11 2.720 dead 0.000 0.000 5.978E-18

11 5.440 dead 0.000 0.000 1.088E-17

11 0.000 live 0.000 0.000 0.000

11 2.720 live 0.000 0.000 1.925E-17

11 5.440 live 0.000 0.000 3.849E-17

11 0.000 load case 1 0.000 0.000 -3.553E-15

11 2.720 load case 1 0.000 0.000 -8.595

11 5.440 load case 1 0.000 0.000 -15.610

11 0.000 load case 2 0.000 0.000 -3.553E-15

11 2.720 load case 2 0.000 0.000 -10.197

11 5.440 load case 2 0.000 0.000 -18.815

12 0.000 dead 0.000 0.000 0.000

12 2.720 dead 0.000 0.000 5.735E-18

12 5.440 dead 0.000 0.000 1.147E-17

12 0.000 live 0.000 0.000 0.000

12 2.720 live 0.000 0.000 1.916E-17

12 5.440 live 0.000 0.000 3.832E-17

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Table 23: Element Forces - Frames, Part 2 of 2

Frame Station Outpu tCase T M2 M3

in Kip-in Kip-in Kip-in

12 0.000 load case 1 0.000 0.000 -3.553E-15

12 2.720 load case 1 0.000 0.000 -8.595

12 5.440 load case 1 0.000 0.000 -15.610

12 0.000 load case 2 0.000 0.000 -3.553E-15

12 2.720 load case 2 0.000 0.000 -10.197

12 5.440 load case 2 0.000 0.000 -18.815

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

Table 24: Material List 2 - By Section Property

Table 24: Material List 2 - By Section Property

Section ObjectType NumPieces TotalLength TotalWeight

in Kip

COLUMN400-200

Frame 2 10.880 2.144

RAFTER400-250

Frame 2 14.070 3.357

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

11.1. Steel design

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3

FrameType PatLLF SRatioLimit

SDC ImpFactor SystemRho

SystemSds

SystemR SystemCd

SMF 0.750 0.950 D 1.000 1.000 0.500 8.000 5.500

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3

Omega0 NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI

PhiVT

3.000 2.0E-03 0.900 0.900 0.900 0.750 0.900 1.000 0.900

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3

Table 25: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3

PlugWeld HSSWelding

HSSReduceT

DLRat SDLAndLLRat LLRat TotalRat NetRat

No ERW Yes 120.000 120.000 360.000 240.000 240.000

12. Design overwritesThis section provides the design overwrites for each type of design, which are assigned to individual members of thestructure.

12.1. Steel design

Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 1 of 6

Table 29: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 1 of 6

Frame DesignSect FrameType Fy RLLF AreaRatio XLMajor XLMinor

Kip/in29 Program

DeterminedProgram

Determined0.000 0.000000 0.000000 0.000000 0.000000

10 ProgramDetermined

ProgramDetermined

0.000 0.000000 0.000000 0.000000 0.000000

11 ProgramDetermined

ProgramDetermined

0.000 0.000000 0.000000 0.000000 0.000000

12 ProgramDetermined

ProgramDetermined

0.000 0.000000 0.000000 0.000000 0.000000

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Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 2 of 6

Table 29: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 2 of 6

Frame XLLTB K1Major K1Minor K2Major K2Minor KLTB CmMajor CmMinor

9 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

10 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.00000011 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

12 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 3 of 6

Table 29: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 3 of 6

Frame Cb B1Major B1Minor B2Major B2Minor HSSReduceT

HSSWelding Omega0

9 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined

ProgramDetermined

0.000000

10 0.000000 0.000000 0.000000 0.000000 0.000000 Program

Determined

Program

Determined

0.000000

11 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined

ProgramDetermined

0.000000

12 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined

ProgramDetermined

0.000000

Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 4 of 6

Table 29: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 4 of 6

Frame Ry Pnc Pnt Mn3 Mn2 Vn2 Vn3

Kip Kip Kip-in Kip-in Kip Kip

9 0.000000 0.000 0.000 0.000 0.000 0.000 0.000

10 0.000000 0.000 0.000 0.000 0.000 0.000 0.000

11 0.000000 0.000 0.000 0.000 0.000 0.000 0.000

12 0.000000 0.000 0.000 0.000 0.000 0.000 0.000

Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 5 of 6

Table 29: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 5 of 6

Frame DeflType DLRat SDLAndLLRat LLRat TotalRat NetRat DLAbs

in

9 ProgramDetermined

0.000000 0.000000 0.000000 0.000000 0.000000 0.0000

10 ProgramDetermined

0.000000 0.000000 0.000000 0.000000 0.000000 0.0000

11 ProgramDetermined

0.000000 0.000000 0.000000 0.000000 0.000000 0.0000

12 ProgramDetermined

0.000000 0.000000 0.000000 0.000000 0.000000 0.0000

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Table 29: Overwrites - Steel Design - AISC360-05-IBC2006, Part 6 of 6

Table 29: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 6 of 6

Frame SDLAndLLAbs LLAbs TotalAbs NetAbs SpecCamber

DCLimit

in in in in in

9 0.0000 0.0000 0.0000 0.0000 0.0000 0.000000

10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000011 0.0000 0.0000 0.0000 0.0000 0.0000 0.000000

12 0.0000 0.0000 0.0000 0.0000 0.0000 0.000000

13. Design summaryThis section provides the design summary for each type of design, which highlights the controlling demand/capacity raand it's associated combination and location in each member.

13.1. Steel design

Table 30: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2

Table 30: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2

Frame Location Combo DesignSect DesignType Ratio RatioType

in

9 7.035 UDSTL4 RAFTER400-250

Brace 0.555028 PMM

10 7.035 UDSTL6 RAFTER400-250

Brace 0.609424 PMM

11 5.440 UDSTL6 COLUMN400-200

Column 0.842096 PMM

12 5.440 UDSTL6 COLUMN400-200

Column 0.848151 PMM

Table 30: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2

Table 30: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2

Frame Status ErrMsg WarnMsg

9 No Messages No Messages No Messages

10 No Messages No Messages No Messages

11 No Messages No Messages No Messages

12 No Messages No Messages No Messages