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7/28/2019 Hc Pump Station Analysis Report
1/26
License #
SAP2000 Analysis Report
Prepared by
AZMIE
Model Name: HC PUMP STATION FOR TOTAL ETHIOPIA FINAL.SD
15 May 2013
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HC PUMP STATION FOR TOTAL ETHIOPIA FINAL.SDB SAP2000 v14.0.0 - LicenContents 15 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: Frame Section Properties 01 - General, Part 1 of 4............................................................................................Table 8: Frame Section Properties 01 - General, Part 2 of 4............................................................................................Table 8: Frame Section Properties 01 - General, Part 3 of 4............................................................................................Table 8: Frame Section Properties 01 - General, Part 4 of 4............................................................................................Table 9: Frame Section Properties 05 - Nonprismatic......................................................................................................
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Table 10: Cable Section Definitions, Part 1 of 2 ............................................................................................................... Table 10: Cable Section Definitions, Part 2 of 2 ............................................................................................................... Table 11: Area Section Properties, Part 1 of 3.................................................................................................................. Table 11: Area Section Properties, Part 2 of 3.................................................................................................................. Table 11: Area Section Properties, Part 3 of 3.................................................................................................................. Table 12: Solid Property Definitions.................................................................................................................................. Table 13: Load Pattern Definitions.................................................................................................................................... Table 14: Load Case Definitions ....................................................................................................................................... Table 15: Case - Static 1 - Load Assignments.................................................................................................................. Table 16: Function - Response Spectrum - User.............................................................................................................. Table 17: Combination Definitions .................................................................................................................................... Table 18: Assembled J oint Masses................................................................................................................................... Table 19: Base Reactions ................................................................................................................................................. Table 20: J oint Displacements .......................................................................................................................................... Table 21: J oint Reactions.................................................................................................................................................. Table 22: Element Forces - Frames, Part 1 of 2............................................................................................................... Table 22: Element Forces - Frames, Part 2 of 2............................................................................................................... Table 23: Material List 2 - By Section Property................................................................................................................. Table 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3 ......................................................................Table 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3 ......................................................................
Table 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3 ......................................................................Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 1 of 6.........................................................................Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 2 of 6.........................................................................Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 3 of 6.........................................................................Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 4 of 6.........................................................................Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 5 of 6.........................................................................Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 6 of 6.........................................................................Table 29: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2...............................................................Table 29: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2...............................................................
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HC PUMP STATION FOR TOTAL ETHIOPIA FINAL.SDB SAP2000 v14.0.0 - Licen1. Model geometry 15 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 -2.084E-17 0.000 0.700
2 GLOBAL Cartesian -2.084E-17 0.000 4.160
3 GLOBAL Cartesian -0.500 0.000 4.086
4 GLOBAL Cartesian 8.240 0.000 5.374
5 GLOBAL Cartesian 6.790 0.000 0.230
6 GLOBAL Cartesian 6.790 0.000 5.160
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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
5 Yes Yes Yes No No No
1.3. Element connectiv ity
Table 3: Connectivity - Frame
Table 3: Connectivity - Frame
Frame JointI JointJ Length
in1 1 2 3.460
2 3 4 8.834
3 5 6 4.930
Table 4: Frame Section Assignments
Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
1 COLUMN150*5-200*5-150
*5
COLUMN150*5-200*5-150
*5
Default
2 RAFTER200*6-330*5-200
*8
RAFTER200*6-330*5-200
*8
Default
3 COLUMN150*5-200*5-150
*5
COLUMN150*5-200*5-150
*5
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
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/in2
A572Gr50 344737.9 448159.3 -0.100000A992Fy50 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
3. Section propertiesThis section provides section property information for objects used in the model.
3.1. Frames
Table 8: Frame Section Properties 01 - General, Part 1 of 4
Table 8: Frame Section Properti es 01 - General, Part 1 of 4
SectionName Material Shape t3 t2 tf tw t2b tfb
in in in in in in250=
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
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=3-4MEMBER
150*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
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Table 8: 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
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*150*8
A572Gr50 I/Wide Flange 0.7140 0.1500 0.0060 0.0040 0.1500 0.0080
COLUMN140*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
COLUMN150*5-200*5-150
*5
A572Gr50 I/Wide Flange 0.2000 0.1500 0.0050 0.0050 0.1500 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
RAFTER170*6-300*5-170
*6
A572Gr50 I/Wide Flange 0.3000 0.1700 0.0060 0.0050 0.1700 0.0060
RAFTER200*6-330*5-200
*8
A572Gr50 I/Wide Flange 0.3300 0.2000 0.0060 0.0050 0.2000 0.0080
RAFTER400-250
Nonprismatic
Table 8: Frame Section Properties 01 - General, Part 2 of 4Table 8: 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=1-2MEMBER
150*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 8: 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
COLUMN150*5-200*5-150
*5
2.5E-03 2.0E-08 1.7E-05 2.8E-06 1.0E-03 1.3E-03
COLUMN400-200
RAFTER150*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
RAFTER170*6-300*5-170
*6
3.5E-03 3.6E-08 5.4E-05 4.9E-06 1.5E-03 1.7E-03
RAFTER200*6-330*5-200
*8
4.4E-03 6.0E-08 8.5E-05 9.3E-06 1.7E-03 2.3E-03
RAFTER
400-250
Table 8: Frame Section Properties 01 - General, Part 3 of 4
Table 8: 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
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Table 8: Frame Section Properties 01 - General, Part 3 of 4
SectionName S33 S22 Z33 Z22 R33 R22
in3 in3 in3 in3 in in
700=3-4MEMBER
150*6*700*4*150*6
9.5E-04 4.5E-05 1.1E-03 7.0E-05 0.2713 0.0271
700=2-3MEMBER150*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
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
COLUMN140*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
COLUMN150*5-200*5-150
*5
1.7E-04 3.8E-05 1.9E-04 5.7E-05 0.0836 0.0339
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
RAFTER170*6-300*5-170
*6
3.6E-04 5.8E-05 4.0E-04 8.9E-05 0.1246 0.0376
RAFTER200*6-330*5-200*8
4.8E-04 9.3E-05 5.7E-04 1.4E-04 0.1395 0.0462
RAFTER400-250
Table 8: Frame Section Properties 01 - General, Part 4 of 4
Table 8: 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=1-2MEMBER
150*6*250*4*150*8
1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000
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Table 8: Frame Section Properti es 01 - General, Part 4 of 4
SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod
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=3-4MEMBER150*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=5-4MEMBER
150*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
COLUMN
140*5-200*4-140*5
1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000
COLUMN140*5-400*4-140
*5
1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000
COLUMN150*5-200*5-150
*5
1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000
COLUMN400-200
RAFTER150*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
RAFTER170*6-300*5-170
*6
1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000
RAFTER200*6-330*5-200
*8
1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000
RAFTER400-250
Table 9: Frame Section Properties 05 - Nonprismatic
Table 9: 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
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3.2. Cables
Table 10: Cable Section Defini tions, Part 1 of 2
Table 10: 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 10: Cable Section Defini tions, Part 2 of 2
Table 10: 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
Table 11: Area Section Properties, Part 1 of 3
Table 11: 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 11: Area Section Properties, Part 2 of 3
Table 11: 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 11: Area Section Properties, Part 3 of 3
Table 11: Area SectionProperties, Part 3 of 3
Section WMod
ASEC1 1.000000
ASEC2 1.000000
3.4. Solids
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Table 12: Solid Property Definit ions
Table 12: 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 13: Load Pattern Defin itions
Table 13: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad
live LIVE 0.000000
load casee 1 WIND 0.000000 None
dead DEAD 1.000000
load case 2 WIND 0.000000 None
load case 3 LIVE 0.000000
5. Load casesThis section provides load case information.
5.1. Definitions
Table 14: Load Case Defin itions
Table 14: Load Case Definitions
Case Type Initi alCond ModalCase BaseCase
dead LinStatic Zero
live LinStatic Zero
load case 1 LinStatic Zero
load case 2 LinStatic Zero
load case 3 LinStatic Zero
5.2. Static case load assignments
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Table 15: Case - Static 1 - Load Assignments
Table 15: 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 1.000load case 2 Load pattern load case 2 1.000
load case 3 Load pattern live 1.000
5.3. Response spectrum case load assignments
Table 16: Function - Response Spectrum - User
Table 16: Function - Response Spectrum - User
Name Period Accel FuncDamp
SecUNIFRS 0.000 1.000 0.050
UNIFRS 1.000 1.000
6. Load combinationsThis section provides load combination information.
Table 17: Combination Definit ions
Table 17: Combination Definitions
ComboName ComboType CaseName ScaleFactor
UDSTL4 Linear Add dead 1.400000
UDSTL15 Linear Add dead 1.200000
UDSTL15 live 1.600000
UDSTL15 load case 3 1.600000
UDSTL16 Linear Add dead 1.200000
UDSTL16 live 1.000000
UDSTL16 load case 3 1.000000
UDSTL16 load case 1 1.600000
UDSTL17 Linear Add dead 1.200000
UDSTL17 live 1.000000
UDSTL17 load case 3 1.000000
UDSTL17 load case 1 -1.600000
UDSTL18 Linear Add dead 1.200000
UDSTL18 live 1.000000
UDSTL18 load case 3 1.000000
UDSTL18 load case 2 1.600000
UDSTL19 Linear Add dead 1.200000
UDSTL19 live 1.000000
UDSTL19 load case 3 1.000000
UDSTL19 load case 2 -1.600000
UDSTL20 Linear Add dead 1.200000
UDSTL20 load case 1 0.800000
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Table 17: Combination Definitions
ComboName ComboType CaseName ScaleFactor
UDSTL21 Linear Add dead 1.200000
UDSTL21 load case 1 -0.800000
UDSTL22 Linear Add dead 1.200000
UDSTL22 load case 2 0.800000
UDSTL23 Linear Add dead 1.200000
UDSTL23 load case 2 -0.800000
UDSTL24 Linear Add dead 0.900000
UDSTL24 load case 1 1.600000
UDSTL25 Linear Add dead 0.900000
UDSTL25 load case 1 -1.600000
UDSTL26 Linear Add dead 0.900000
UDSTL26 load case 2 1.600000
UDSTL27 Linear Add dead 0.900000
UDSTL27 load case 2 -1.600000
UDSTL28 Linear Add dead 1.000000
UDSTL29 Linear Add dead 1.000000
UDSTL29 live 1.000000
UDSTL29 load case 3 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 18: Assembled Joint Masses
Table 18: 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 0.0333 0.0333 0.0333 0.000 0.000 0.000
2 0.1600 0.1600 0.1600 0.000 0.000 0.000
3 0.0087 0.0087 0.0087 0.000 0.000 0.000
4 0.0252 0.0252 0.0252 0.000 0.000 0.000
5 0.0474 0.0474 0.0474 0.000 0.000 0.000
6 0.1900 0.1900 0.1900 0.000 0.000 0.000
7.2. Base reactions
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Table 19: Base Reactions
Table 19: Base Reactions
OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ
Kip Kip Kip Kip-in Kip-in Kip-in
dead -4.353E-15 0.000 8.831 0.000 -34.366 0.000
live -1.398E-14 0.000 24.383 0.000 -94.362 0.000
load case 1 2.743 0.000 -18.616 0.000 85.021 0.000load case 2 2.174 0.000 -14.751 0.000 82.974 0.000
8. Joint resultsThis section provides joint results, including items such as displacements and reactions.
Table 20: Joint Displacements
Table 20: Joint Displacements
Joint OutputCase U1 U2 U3 R1 R2 R3
in in in Radians Radians Radians1 dead 0.000 0.000 0.000 0.000 4.248E-06 0.000
1 live 0.000 0.000 0.000 0.000 1.300E-05 0.000
1 load case 1 0.000 0.000 0.000 0.000 -4.466E-03 0.000
1 load case 2 0.000 0.000 0.000 0.000 -3.547E-03 0.000
2 dead 1.400E-05 0.000 -3.000E-05 0.000 4.038E-06 0.000
2 live 4.300E-05 0.000 -9.300E-05 0.000 1.200E-05 0.000
2 load case 1 -0.010 0.000 5.600E-05 0.000 -1.500E-05 0.000
2 load case 2 -8.275E-03 0.000 2.400E-05 0.000 -1.900E-05 0.000
3 dead 1.400E-05 0.000 -3.000E-05 0.000 2.757E-06 0.000
3 live 4.300E-05 0.000 -9.100E-05 0.000 7.805E-06 0.000
3 load case 1 -0.010 0.000 5.200E-05 0.000 -1.100E-05 0.000
3 load case 2 -8.274E-03 0.000 1.600E-05 0.000 -1.700E-05 0.000
4 dead 2.500E-05 0.000 -1.040E-04 0.000 3.500E-05 0.000
4 live 7.800E-05 0.000 -3.300E-04 0.000 1.170E-04 0.000
4 load case 1 -0.010 0.000 2.830E-04 0.000 -9.600E-05 0.000
4 load case 2 -8.314E-03 0.000 2.870E-04 0.000 -9.900E-05 0.000
5 dead 0.000 0.000 0.000 0.000 3.611E-06 0.000
5 live 0.000 0.000 0.000 0.000 1.100E-05 0.000
5 load case 1 0.000 0.000 0.000 0.000 -3.151E-03 0.000
5 load case 2 0.000 0.000 0.000 0.000 -2.503E-03 0.000
6 dead 1.800E-05 0.000 -5.800E-05 0.000 4.038E-06 0.000
6 live 5.500E-05 0.000 -1.750E-04 0.000 1.200E-05 0.000
6 load case 1 -0.010 0.000 1.550E-04 0.000 -1.500E-05 0.000
6 load case 2 -8.294E-03 0.000 1.510E-04 0.000 -1.900E-05 0.000
Table 21: Joint Reactions
Table 21: Joint Reactions
Joint OutputCase F1 F2 F3 M1 M2 M3
Kip Kip Kip Kip-in Kip-in Kip-in
1 dead -9.617E-05 0.000 3.770 0.000 0.000 0.000
1 live -2.885E-04 0.000 10.486 0.000 0.000 0.000
1 load case 1 2.037 0.000 -6.329 0.000 0.000 0.000
1 load case 2 1.614 0.000 -2.716 0.000 0.000 0.000
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Table 21: Joint Reactions
Joint OutputCase F1 F2 F3 M1 M2 M3
Kip Kip Kip Kip-in Kip-in Kip-in
5 dead 9.617E-05 0.000 5.061 0.000 0.000 0.000
5 live 2.885E-04 0.000 13.897 0.000 0.000 0.000
5 load case 1 0.707 0.000 -12.288 0.000 0.000 0.000
5 load case 2 0.560 0.000 -12.035 0.000 0.000 0.000
9. Frame resultsThis section provides frame force results.
Table 22: Element Forces - Frames, Part 1 of 2
Table 22: Element Forces - Frames, Part 1 of 2
Frame Station Outpu tCase P V2 V3
in Kip Kip Kip
1 0.000 dead -3.770 9.617E-05 0.000
1 1.730 dead -3.444 9.617E-05 0.000
1 3.460 dead -3.117 9.617E-05 0.000
1 0.000 live -10.486 2.885E-04 0.000
1 1.730 live -10.486 2.885E-04 0.000
1 3.460 live -10.486 2.885E-04 0.000
1 0.000 load case 1 6.329 -2.037 0.000
1 1.730 load case 1 6.329 -2.037 0.000
1 3.460 load case 1 6.329 -2.037 0.000
1 0.000 load case 2 2.716 -1.614 0.000
1 1.730 load case 2 2.716 -1.614 0.000
1 3.460 load case 2 2.716 -1.614 0.000
2 0.000 dead 0.000 -1.776E-15 0.000
2 0.505 dead 0.061 0.410 0.000
2 0.505 dead -0.410 -2.786 0.0002 4.417 dead 0.057 0.390 0.000
2 5.890 dead 0.233 1.585 0.000
2 5.890 dead 0.233 1.585 0.000
2 7.369 dead 0.410 2.786 0.000
2 7.369 dead -0.176 -1.190 0.000
2 8.834 dead -4.302E-16 -4.441E-16 0.000
2 0.000 live -1.421E-14 -7.105E-15 0.000
2 0.505 live 0.204 1.380 0.000
2 0.505 live -1.380 -9.370 0.000
2 4.417 live 0.193 1.311 0.000
2 5.890 live 0.785 5.333 0.000
2 5.890 live 0.785 5.333 0.000
2 7.369 live 1.380 9.370 0.000
2 7.369 live -0.591 -4.002 0.000
2 8.834 live -2.220E-16 8.882E-16 0.000
2 0.000 load case 1 1.819E-12 5.684E-14 0.000
2 0.505 load case 1 1.819E-12 -1.077 0.000
2 0.505 load case 1 2.274E-13 7.309 0.000
2 4.417 load case 1 2.274E-13 -1.023 0.000
2 5.890 load case 1 2.274E-13 -4.160 0.000
2 5.890 load case 1 2.274E-13 -4.160 0.000
2 7.369 load case 1 2.274E-13 -7.309 0.000
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Table 22: Element Forces - Frames, Part 1 of 2
Frame Station Outpu tCase P V2 V3
in Kip Kip Kip
2 7.369 load case 1 9.095E-13 3.122 0.000
2 8.834 load case 1 9.095E-13 1.643E-14 0.000
2 0.000 load case 2 1.819E-12 5.684E-14 0.000
2 0.505 load case 2 1.819E-12 -0.431 0.000
2 0.505 load case 2 0.000 3.697 0.000
2 4.417 load case 2 0.000 0.284 0.000
2 5.890 load case 2 0.000 -3.486 0.000
2 5.890 load case 2 0.000 -3.486 0.000
2 7.369 load case 2 0.000 -7.272 0.000
2 7.369 load case 2 4.547E-13 3.511 0.000
2 8.834 load case 2 4.547E-13 6.661E-15 0.000
3 0.000 dead -5.061 -9.617E-05 0.000
3 2.465 dead -4.596 -9.617E-05 0.000
3 4.930 dead -4.132 -9.617E-05 0.000
3 0.000 live -13.897 -2.885E-04 0.000
3 2.465 live -13.897 -2.885E-04 0.000
3 4.930 live -13.897 -2.885E-04 0.000
3 0.000 load case 1 12.288 -0.707 0.0003 2.465 load case 1 12.288 -0.707 0.000
3 4.930 load case 1 12.288 -0.707 0.000
3 0.000 load case 2 12.035 -0.560 0.000
3 2.465 load case 2 12.035 -0.560 0.000
3 4.930 load case 2 12.035 -0.560 0.000
Table 22: Element Forces - Frames, Part 2 of 2
Table 22: Element Forces - Frames, Part 2 of 2
Frame Station Outpu tCase T M2 M3
in Kip-in Kip-in Kip-in
1 0.000 dead 0.000 0.000 0.000
1 1.730 dead 0.000 0.000 -1.664E-041 3.460 dead 0.000 0.000 -3.327E-04
1 0.000 live 0.000 0.000 -1.388E-17
1 1.730 live 0.000 0.000 -4.990E-04
1 3.460 live 0.000 0.000 -9.981E-04
1 0.000 load case 1 0.000 0.000 1.776E-15
1 1.730 load case 1 0.000 0.000 3.523
1 3.460 load case 1 0.000 0.000 7.047
1 0.000 load case 2 0.000 0.000 0.000
1 1.730 load case 2 0.000 0.000 2.792
1 3.460 load case 2 0.000 0.000 5.585
2 0.000 dead 0.000 0.000 0.000
2 0.505 dead 0.000 0.000 -0.104
2 0.505 dead 0.000 0.000 -3.187
2 4.417 dead 0.000 0.000 1.500
2 5.890 dead 0.000 0.000 0.045
2 5.890 dead 0.000 0.000 0.045
2 7.369 dead 0.000 0.000 -3.187
2 7.369 dead 0.000 0.000 -0.872
2 8.834 dead 0.000 0.000 -3.331E-16
2 0.000 live 0.000 0.000 -8.882E-16
2 0.505 live 0.000 0.000 -0.349
2 0.505 live 0.000 0.000 -10.718
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Table 22: Element Forces - Frames, Part 2 of 2
Frame Station Outpu tCase T M2 M3
in Kip-in Kip-in Kip-in
2 4.417 live 0.000 0.000 5.044
2 5.890 live 0.000 0.000 0.152
2 5.890 live 0.000 0.000 0.152
2 7.369 live 0.000 0.000 -10.718
2 7.369 live 0.000 0.000 -2.933
2 8.834 live 0.000 0.000 -2.220E-15
2 0.000 load case 1 0.000 0.000 -2.842E-14
2 0.505 load case 1 0.000 0.000 0.272
2 0.505 load case 1 0.000 0.000 8.361
2 4.417 load case 1 0.000 0.000 -3.935
2 5.890 load case 1 0.000 0.000 -0.119
2 5.890 load case 1 0.000 0.000 -0.119
2 7.369 load case 1 0.000 0.000 8.361
2 7.369 load case 1 0.000 0.000 2.288
2 8.834 load case 1 0.000 0.000 -4.441E-15
2 0.000 load case 2 0.000 0.000 -1.421E-14
2 0.505 load case 2 0.000 0.000 0.109
2 0.505 load case 2 0.000 0.000 4.8812 4.417 load case 2 0.000 0.000 -3.062
2 5.890 load case 2 0.000 0.000 -0.704
2 5.890 load case 2 0.000 0.000 -0.704
2 7.369 load case 2 0.000 0.000 7.251
2 7.369 load case 2 0.000 0.000 2.407
2 8.834 load case 2 0.000 0.000 2.665E-15
3 0.000 dead 0.000 0.000 -1.735E-18
3 2.465 dead 0.000 0.000 2.371E-04
3 4.930 dead 0.000 0.000 4.741E-04
3 0.000 live 0.000 0.000 -3.469E-18
3 2.465 live 0.000 0.000 7.111E-04
3 4.930 live 0.000 0.000 1.400E-03
3 0.000 load case 1 0.000 0.000 0.000
3 2.465 load case 1 0.000 0.000 1.7423 4.930 load case 1 0.000 0.000 3.484
3 0.000 load case 2 0.000 0.000 0.000
3 2.465 load case 2 0.000 0.000 1.380
3 4.930 load case 2 0.000 0.000 2.760
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10. Material take-offThis section provides a material take-off.
Table 23: Material List 2 - By Section Property
Table 23: Material List 2 - By Section PropertySection ObjectType NumPieces TotalLength TotalWeight
in Kip
COLUMN150*5-200*5-150
*5
Frame 2 8.390 1.582
RAFTER200*6-330*5-200
*8
Frame 1 8.834 2.978
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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 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3
Table 24: 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 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 2 of 3
Table 24: 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 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 3 of 3
Table 24: 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
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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 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 1 of 6
Table 28: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 1 of 6
Frame DesignSect FrameType Fy RLLF AreaRatio XLMajor XLMinor
Kip/in2
1 ProgramDetermined
ProgramDetermined
0.000 0.000000 0.000000 0.000000 0.000000
2 ProgramDetermined
ProgramDetermined
0.000 0.000000 0.000000 0.000000 0.000000
3 ProgramDetermined
ProgramDetermined
0.000 0.000000 0.000000 0.000000 0.000000
Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 2 of 6
Table 28: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 2 of 6
Frame XLLTB K1Major K1Minor K2Major K2Minor KLTB CmMajor CmMinor
1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
3 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 3 of 6
Table 28: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 3 of 6
Frame Cb B1Major B1Minor B2Major B2Minor HSSReduceT
HSSWelding Omega0
1 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined
ProgramDetermined
0.000000
2 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined
ProgramDetermined
0.000000
3 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined
ProgramDetermined
0.000000
Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 4 of 6
Table 28: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 4 of 6
Frame Ry Pnc Pnt Mn3 Mn2 Vn2 Vn3Kip Kip Kip-in Kip-in Kip Kip
1 0.000000 0.000 0.000 0.000 0.000 0.000 0.000
2 0.000000 0.000 0.000 0.000 0.000 0.000 0.000
3 0.000000 0.000 0.000 0.000 0.000 0.000 0.000
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Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 5 of 6
Table 28: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 5 of 6
Frame DeflType DLRat SDLAndLLRat LLRat TotalRat NetRat DLAbs
in
1 ProgramDetermined
0.000000 0.000000 0.000000 0.000000 0.000000 0.0000
2 ProgramDetermined 0.000000 0.000000 0.000000 0.000000 0.000000 0.0000
3 ProgramDetermined
0.000000 0.000000 0.000000 0.000000 0.000000 0.0000
Table 28: Overwrites - Steel Design - AISC360-05-IBC2006, Part 6 of 6
Table 28: Overwr ites - Steel Design - AISC360-05-IBC2006, Part 6 of 6
Frame SDLAndLLAbs LLAbs TotalAbs NetAbs SpecCamber
DCLimit
in in in in in
1 0.0000 0.0000 0.0000 0.0000 0.0000 0.000000
2 0.0000 0.0000 0.0000 0.0000 0.0000 0.000000
3 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 29: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2Table 29: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2
Frame Location Combo DesignSect DesignType Ratio RatioType
in
1 3.460 UDSTL17 COLUMN150*5-200*5-150
*5
Column 0.277864 PMM
2 0.505 UDSTL17 RAFTER200*6-330*5-200
*8
Brace 0.939517 PMM
3 4.930 UDSTL17 COLUMN150*5-200*5-150
*5
Column 0.391048 PMM
Table 29: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2
Table 29: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2
Frame Status ErrMsg WarnMsg
1 No Messages No Messages No Messages
2 No Messages No Messages No Messages
3 No Messages No Messages No Messages