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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