fire fighting pumping station report analysis

7/28/2019 Fire Fighting Pumping Station Report Analysis

1/25

License #

SAP2000 Analysis Report

Prepared by

AZMIE

Model Name: FIRE FIGHTING PUMPING STATION FOR TOTALETHIOPIA.SDB

14 May 2013


2/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - LicenContents 14 May 2

AZMIE Page 2 o

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......................................................................................................


3/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - LicenList of Tables 14 May 2

AZMIE Page 3 o

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...............................................................


4/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen1. Model geometry 14 May 2

AZMIE Page 4 o

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 3.133E-17 0.000 0.000

2 GLOBAL Cartesian 3.133E-17 0.000 4.240

3 GLOBAL Cartesian 6.070 0.000 0.000


5 GLOBAL Cartesian -1.000 0.000 4.035



5/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen2. Material properties 14 May 2

AZMIE Page 5 o

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

3 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 4.240

2 3 4 5.485

3 5 6 7.489

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 COLUMN150*5-200*5-150

*5

COLUMN150*5-200*5-150

*5

Default

3 RAFTER170*6-300*5-170

*6

RAFTER170*6-300*5-170

*6

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


6/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen3. Section properties 14 May 2

AZMIE Page 6 o

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


7/25


AZMIE Page 7 o


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

RAFTER400-250

Nonprismatic



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

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


8/25


AZMIE Page 8 o


SectionName Area TorsConst I33 I22 AS2 AS3

in2 in4 in4 in4 in2 in2

700=5-4MEMBER

150*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*150*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

RAFTER400-250



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=3-4MEMBER

150*6*700*4*150*6

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

700=2-3MEMBER

150*6*700*5*150*6

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


9/25


AZMIE Page 9 o


SectionName S33 S22 Z33 Z22 R33 R22

in3 in3 in3 in3 in in

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*150*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

RAFTER400-250



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

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


10/25


AZMIE Page 10 o


SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

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*150*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

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

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

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


11/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen4. Load patterns 14 May 2

AZMIE Page 11 o

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


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 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 SectionProperties, Part 3 of 3

Section WMod

ASEC1 1.000000

ASEC2 1.000000

3.4. Solids

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.


12/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen5. Load cases 14 May 2

AZMIE Page 12 o

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 cases

This 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



5.2. Static case load assignments

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 1.000

load case 2 Load pattern load case 2 1.000

load case 3 Load pattern live 1.000


13/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen6. Load combinations 14 May

AZMIE Page 13 o

5.3. Response spectrum case load assignments

Table 16: Function - Response Spectrum - User

Table 16: 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 17: Combination Definit ions

Table 17: Combination Definitions

ComboName ComboType CaseName ScaleFactor

UDSTL15 Linear Add dead 1.400000


UDSTL16 live 1.600000

UDSTL16 load case 3 1.600000








UDSTL18 load case 1 -1.600000UDSTL19 Linear Add dead 1.200000







UDSTL20 load case 2 -1.600000
















14/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen6. Load combinations 14 May

AZMIE Page 14 o

Table 17: Combination Definitions

ComboName ComboType CaseName ScaleFactor








15/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen7. Structure results 14 May 2

AZMIE Page 15 o


16/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen7. Structure results 14 May 2

AZMIE Page 16 o

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 0.0408 0.0408 0.0408 0.000 0.000 0.000

2 0.1400 0.1400 0.1400 0.000 0.000 0.000

3 0.0527 0.0527 0.0527 0.000 0.000 0.000

4 0.1400 0.1400 0.1400 0.000 0.000 0.000

5 0.0139 0.0139 0.0139 0.000 0.000 0.000

6 0.0037 0.0037 0.0037 0.000 0.000 0.000

7.2. Base reactions


17/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen8. J oint results 14 May 2

AZMIE Page 17 o

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 -2.931E-15 0.000 7.210 0.000 -20.622 0.000

live -1.260E-14 0.000 19.209 0.000 -51.250 0.000

load case 1 -2.963 0.000 -14.540 0.000 27.134 0.000load case 2 -3.558 0.000 -11.637 0.000 27.659 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 5.581E-07 0.000

1 live 0.000 0.000 0.000 0.000 2.794E-07 0.000

1 load case 1 0.000 0.000 0.000 0.000 6.449E-03 0.000

1 load case 2 0.000 0.000 0.000 0.000 7.779E-03 0.000

2 dead 2.366E-06 0.000 -3.700E-05 0.000 5.581E-07 0.000

2 live 1.184E-06 0.000 -1.160E-04 0.000 2.794E-07 0.000

2 load case 1 0.018 0.000 1.090E-04 0.000 7.641E-06 0.000

2 load case 2 0.022 0.000 7.700E-05 0.000 2.114E-06 0.000

3 dead 0.000 0.000 0.000 0.000 5.581E-07 0.000

3 live 0.000 0.000 0.000 0.000 2.794E-07 0.000

3 load case 1 0.000 0.000 0.000 0.000 5.020E-03 0.000

3 load case 2 0.000 0.000 0.000 0.000 6.049E-03 0.000

4 dead 3.061E-06 0.000 -4.000E-05 0.000 5.581E-07 0.000

4 live 1.532E-06 0.000 -1.180E-04 0.000 2.794E-07 0.000

4 load case 1 0.018 0.000 6.300E-05 0.000 7.641E-06 0.000

4 load case 2 0.022 0.000 6.400E-05 0.000 2.114E-06 0.000

5 dead 4.975E-06 0.000 -5.000E-05 0.000 -1.400E-05 0.000

5 live 1.100E-05 0.000 -1.660E-04 0.000 -5.100E-05 0.000

5 load case 1 0.018 0.000 1.560E-04 0.000 4.800E-05 0.000

5 load case 2 0.022 0.000 9.400E-05 0.000 1.800E-05 0.000

6 dead 3.139E-06 0.000 -4.100E-05 0.000 8.297E-07 0.000

6 live 1.717E-06 0.000 -1.190E-04 0.000 1.250E-06 0.000

6 load case 1 0.018 0.000 6.100E-05 0.000 6.875E-06 0.000

6 load case 2 0.022 0.000 6.400E-05 0.000 1.202E-06 0.000

Table 21: Joint Reactions


Joint OutputCase F1 F2 F3 M1 M2 M3


1 dead -2.003E-15 0.000 3.813 0.000 0.000 0.000

1 live -8.614E-15 0.000 10.766 0.000 0.000 0.000

1 load case 1 -2.018 0.000 -10.070 0.000 0.000 0.000

1 load case 2 -2.424 0.000 -7.081 0.000 0.000 0.000


18/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen9. Frame results 14 May 2

AZMIE Page 18 o


Joint OutputCase F1 F2 F3 M1 M2 M3


3 dead -9.275E-16 0.000 3.397 0.000 0.000 0.000

3 live -3.988E-15 0.000 8.443 0.000 0.000 0.000

3 load case 1 -0.945 0.000 -4.470 0.000 0.000 0.000

3 load case 2 -1.134 0.000 -4.557 0.000 0.000 0.000

9. Frame resultsThis section provides frame force results.

Table 22: Element Forces - Frames, Part 1 of 2


Frame Station Outpu tCase P V2 V3

in Kip Kip Kip

1 0.000 dead -3.813 2.003E-15 0.000

1 2.120 dead -3.413 2.003E-15 0.000

1 4.240 dead -3.013 2.003E-15 0.000

1 0.000 live -10.766 8.614E-15 0.000

1 2.120 live -10.766 8.614E-15 0.000

1 4.240 live -10.766 8.614E-15 0.000

1 0.000 load case 1 10.070 2.018 0.000

1 2.120 load case 1 10.070 2.018 0.000

1 4.240 load case 1 10.070 -0.955 0.000

1 0.000 load case 2 7.081 2.424 0.000

1 2.120 load case 2 7.081 2.424 0.000

1 4.240 load case 2 7.081 -0.549 0.000

2 0.000 dead -3.397 9.275E-16 0.000

2 2.743 dead -2.880 9.275E-16 0.000

2 5.485 dead -2.363 9.275E-16 0.0002 0.000 live -8.443 3.988E-15 0.000

2 2.743 live -8.443 3.988E-15 0.000

2 5.485 live -8.443 3.988E-15 0.000

2 0.000 load case 1 4.470 0.945 0.000

2 2.743 load case 1 4.470 0.945 0.000

2 5.485 load case 1 4.470 -2.028 0.000

2 0.000 load case 2 4.557 1.134 0.000

2 2.743 load case 2 4.557 1.134 0.000

2 5.485 load case 2 4.557 -1.839 0.000

3 0.000 dead 0.000 -6.661E-16 0.000

3 1.021 dead 0.147 0.718 0.000

3 1.021 dead -0.447 -2.179 0.000

3 3.060 dead -0.153 -0.745 0.000

3 3.060 dead -0.153 -0.745 0.000

3 3.744 dead -0.054 -0.263 0.000

3 7.217 dead 0.447 2.179 0.000

3 7.217 dead -0.039 -0.191 0.000

3 7.489 dead -1.211E-15 1.249E-16 0.000

3 0.000 live -1.776E-15 -1.776E-15 0.000

3 1.021 live 0.526 2.565 0.000

3 1.021 live -1.597 -7.785 0.000

3 3.060 live -0.546 -2.661 0.000


19/25


AZMIE Page 19 o


Frame Station Outpu tCase P V2 V3

in Kip Kip Kip

3 3.060 live -0.546 -2.661 0.000

3 3.744 live -0.193 -0.941 0.000

3 7.217 live 1.597 7.785 0.000

3 7.217 live -0.141 -0.682 0.000

3 7.489 live -1.471E-15 1.255E-14 0.000

3 0.000 load case 1 0.000 -5.684E-14 0.000

3 1.021 load case 1 0.000 -2.023 0.000

3 1.021 load case 1 0.000 6.141 0.000

3 3.060 load case 1 0.000 2.099 0.000

3 3.060 load case 1 0.000 2.099 0.000

3 3.744 load case 1 0.000 0.742 0.000

3 7.217 load case 1 0.000 -6.141 0.000

3 7.217 load case 1 -1.455E-11 0.538 0.000

3 7.489 load case 1 -1.455E-11 4.698E-13 0.000

3 0.000 load case 2 5.457E-12 -5.684E-14 0.000

3 1.021 load case 2 5.457E-12 -0.809 0.000

3 1.021 load case 2 0.000 3.710 0.000

3 3.060 load case 2 0.000 2.093 0.0003 3.060 load case 2 0.000 2.093 0.000

3 3.744 load case 2 0.000 1.550 0.000

3 7.217 load case 2 0.000 -6.716 0.000

3 7.217 load case 2 -7.276E-12 0.645 0.000

3 7.489 load case 2 -7.276E-12 7.879E-13 0.000



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 2.120 dead 0.000 0.000 -4.246E-151 4.240 dead 0.000 0.000 -8.493E-15

1 0.000 live 0.000 0.000 0.000

1 2.120 live 0.000 0.000 -1.826E-14

1 4.240 live 0.000 0.000 -3.652E-14

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

1 2.120 load case 1 0.000 0.000 -4.278

1 4.240 load case 1 0.000 0.000 -7.069

1 0.000 load case 2 0.000 0.000 -3.553E-15

1 2.120 load case 2 0.000 0.000 -5.140

1 4.240 load case 2 0.000 0.000 -8.793

2 0.000 dead 0.000 0.000 0.000

2 2.743 dead 0.000 0.000 -2.544E-15

2 5.485 dead 0.000 0.000 -5.087E-15

2 0.000 live 0.000 0.000 0.000

2 2.743 live 0.000 0.000 -1.094E-14

2 5.485 live 0.000 0.000 -2.188E-14

2 0.000 load case 1 0.000 0.000 0.000

2 2.743 load case 1 0.000 0.000 -2.593

2 5.485 load case 1 0.000 0.000 -3.699

2 0.000 load case 2 0.000 0.000 0.000

2 2.743 load case 2 0.000 0.000 -3.109

2 5.485 load case 2 0.000 0.000 -4.732


20/25


AZMIE Page 20 o


Frame Station Outpu tCase T M2 M3

in Kip-in Kip-in Kip-in

3 0.000 dead 0.000 0.000 -2.220E-16

3 1.021 dead 0.000 0.000 -0.366

3 1.021 dead 0.000 0.000 -2.250

3 3.060 dead 0.000 0.000 0.731

3 3.060 dead 0.000 0.000 0.731

3 3.744 dead 0.000 0.000 1.076

3 7.217 dead 0.000 0.000 -2.250

3 7.217 dead 0.000 0.000 -0.026

3 7.489 dead 0.000 0.000 4.372E-16

3 0.000 live 0.000 0.000 -4.441E-16

3 1.021 live 0.000 0.000 -1.309

3 1.021 live 0.000 0.000 -8.040

3 3.060 live 0.000 0.000 2.611

3 3.060 live 0.000 0.000 2.611

3 3.744 live 0.000 0.000 3.844

3 7.217 live 0.000 0.000 -8.040

3 7.217 live 0.000 0.000 -0.093

3 7.489 live 0.000 0.000 -3.011E-153 0.000 load case 1 0.000 0.000 1.421E-14

3 1.021 load case 1 0.000 0.000 1.033

3 1.021 load case 1 0.000 0.000 6.342

3 3.060 load case 1 0.000 0.000 -2.059

3 3.060 load case 1 0.000 0.000 -2.059

3 3.744 load case 1 0.000 0.000 -3.032

3 7.217 load case 1 0.000 0.000 6.342

3 7.217 load case 1 0.000 0.000 0.073

3 7.489 load case 1 0.000 0.000 9.014E-14

3 0.000 load case 2 0.000 0.000 0.000

3 1.021 load case 2 0.000 0.000 0.413

3 1.021 load case 2 0.000 0.000 4.632

3 3.060 load case 2 0.000 0.000 -1.285

3 3.060 load case 2 0.000 0.000 -1.2853 3.744 load case 2 0.000 0.000 -2.532

3 7.217 load case 2 0.000 0.000 6.438

3 7.217 load case 2 0.000 0.000 0.087

3 7.489 load case 2 0.000 0.000 -6.849E-14


21/25


AZMIE Page 21 o


22/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen10. Material take-off 14 May 2

AZMIE Page 22 o

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 Property

Section ObjectType NumPieces TotalLength TotalWeight

in Kip

COLUMN150*5-200*5-150

*5

Frame 2 9.725 1.834

RAFTER170*6-300*5-170

*6

Frame 1 7.489 2.006

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.


23/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen12. Design overwrites 14 May 2

AZMIE Page 23 o

11.1. Steel design

Table 24: Preferences - Steel Design - AISC360-05-IBC2006, Part 1 of 3


FrameType PatLLF SRatioLim

it

SDC ImpFactor SystemRh

o

SystemSd

s

SystemR SystemCd

SMF 0.750 0.950 D 1.000 1.000 0.500 8.000 5.500



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



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.


24/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen12. Design overwrites 14 May 2

AZMIE Page 24 o

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



Frame XLLTB K1Major K1Minor K2Major K2Minor KLTB CmMajor CmMinor

1 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.0000002 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



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 Program

Determined

Program

Determined

0.000000

3 0.000000 0.000000 0.000000 0.000000 0.000000 ProgramDetermined

ProgramDetermined

0.000000



Frame Ry Pnc Pnt Mn3 Mn2 Vn2 Vn3

Kip 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



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


25/25

FIRE FIGHTING PUMPING STATION FOR TOTAL ETHIOPIA.SDB SAP2000 v14.0.0 - Licen13. Design summary 14 May 2


Frame DeflType DLRat SDLAndLLRat LLRat TotalRat NetRat DLAbs

in

3 ProgramDetermined

0.000000 0.000000 0.000000 0.000000 0.000000 0.0000



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 2


Frame Location Combo DesignSect DesignType Ratio RatioType

in

1 4.240 UDSTL20 COLUMN

150*5-200*5-150*5

Column 0.360184 PMM

2 5.485 UDSTL20 COLUMN150*5-200*5-150

*5

Column 0.246276 PMM

3 7.217 UDSTL20 RAFTER170*6-300*5-170

*6

Brace 0.885249 PMM



Frame Status ErrMsg WarnMsg

1 No Messages No Messages No Messages2 No Messages No Messages No Messages

3 No Messages No Messages No Messages

fire fighting pumping station report analysis

Documents