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SAP2000 v11.0.0 2/17/09 23:39:37
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Table: Combination Definitions, Part 1 of 3
Combo Name Combo Type
Auto Design Case Type Case Name Scale Factor Steel Design
Text Text Yes/No Text Text Unitless Yes/No
COMB1=CM+E Linear Add No Linear Static CM 1,000000 No
COMB1=CM+E Linear Static E 1,000000
Table: Combination Definitions, Part 2 of 3
Combo Name Case Name ConcDesign AlumDesign ColdDesign GUID
Text Text Yes/No Yes/No Yes/No Text
COMB1=CM+E CM Yes No No
COMB1=CM+E E
Table: Combination Definitions, Part 3 of 3
Combo Name Case Name Notes
Text Text Text
COMB1=CM+E CM
COMB1=CM+E E
Table: Connectivity - Frame, Part 1 of 2
Frame JointI JointJ IsCurved Length CentroidX CentroidY CentroidZ
Text Text Text Yes/No cm cm cm cm
1 1 2 No 282,500 0,000 250,000 141,250
2 3 4 No 282,500 1330,000 250,000 141,250
3 1 3 No 1330,000 665,000 250,000 0,000
Table: Connectivity - Frame, Part 2 of 2
Frame GUID
Text Text
1
2
3
Table: Frame Design Procedures
Frame DesignProc
Text Text
1 From
Material
2 From
Material
3 From Material
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Table: Frame Loads - Distributed, Part 1 of 3
Frame Load Case CoordSys Type Dir DistType RelDistA
Text Text Text Text Text Text Unitless
3 CM GLOBAL Force Z Proj RelDist 0,0000
Table: Frame Loads - Distributed, Part 2 of 3
Frame Load Case RelDistB AbsDistA AbsDistB FOverLA FOverLB
Text Text Unitless cm cm Kgf/cm Kgf/cm
3 CM 1,0000 0,000 1330,000 7,98 7,98
Table: Frame Loads - Distributed, Part 3 of 3
Frame Load Case GUID
Text Text Text
3 CM
Table: Frame Loads - Point, Part 1 of 2
Frame Load Case CoordSys Type Dir DistType RelDist
Text Text Text Text Text Text Unitless
1 E GLOBAL Force X RelDist 0,3333
2 E GLOBAL Force X RelDist 0,3333
Table: Frame Loads - Point, Part 2 of 2
Frame Load Case AbsDist Force GUID
Text Text cm Kgf Text
1 E 94,167 1881,60
2 E 94,167 -1881,60
Table: Frame Output Station Assignments
Frame StationType MinNumSta MaxStaSpcg AddAtElmIn
t
AddAtPtLoa
d
Text Text Unitless cm Yes/No Yes/No
1 MinNumSta 3 Yes Yes
2 MinNumSta 3 Yes Yes
3 MaxStaSpcg 50,000 Yes Yes
Table: Frame Section Assignments
Frame Section Type Auto Select Anal Sect Design Sect Mat Prop
Text Text Text Text Text Text
1 Rectangular N.A. 20X100 20X100 Default
2 Rectangular N.A. 20X100 20X100 Default
3 Rectangular N.A. 25X100 25X100 Default
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Table: Frame Section Properties 02 - Concrete Column, Part 1 of 2
Section Name
RebarMatL RebarMatC ReinfConfig LatReinf Cover NumBars3Dir
NumBars2Dir
BarSizeL
Text Text Text Text Text cm Unitless Unitless Text
20X100 A615Gr60-1 A615Gr60-1 Rectangular Ties 4,0000 16 16 #4
Table: Frame Section Properties 02 - Concrete Column, Part 2 of 2
Section Name
BarSizeC SpacingC NumCBars2 NumCBars3 ReinfType
Text Text cm Unitless Unitless Text
20X100 #4 15,0000 16 16 Design
Table: Frame Section Properties 03 - Concrete Beam
Section
Name
RebarMatL RebarMatC Top Cover BotCover TopLeftArea TopRghtAre
a
BotLeftArea BotRghtAre
a
Text Text Text cm cm cm2 cm2 cm2 cm2
25X100 A615Gr60-1 A615Gr60-1 4,5000 4,5000 0,0000 0,0000 0,0000 0,0000
FSEC2 A615Gr60-1 A615Gr60-1 4,5000 4,5000 0,0000 0,0000 0,0000 0,0000
FSEC3 A615Gr60-1 A615Gr60-1 4,5000 4,5000 0,0000 0,0000 0,0000 0,0000
Table: Groups 1 - Definitions, Part 1 of 2
Group Name Selection Section Cut Steel Concrete Aluminum Cold
Formed
Stage
Text Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
ALL Yes Yes Yes Yes Yes Yes Yes
Table: Groups 1 - Definitions, Part 2 of 2
Group Name Bridge Auto Seismic
Auto Wind Mass Weight
Text Yes/No Yes/No Yes/No Yes/No
ALL Yes No No Yes
Table: Groups 3 - Masses and Weights
Group Name Self Mass Self Weight TotalMassX TotalMassY TotalMassZ
Text Kgf-s2/cm Kgf Kgf-s2/cm Kgf-s2/cm Kgf-s2/cm
ALL 10,92 10705,37 10,92 10,92 10,92
Table: Joint Coordinates, Part 1 of 2
Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX
Text Text Text cm cm cm Yes/No cm
1 GLOBAL Cartesian 0,000 250,000 0,000 No 0,000
2 GLOBAL Cartesian 0,000 250,000 282,500 No 0,000
3 GLOBAL Cartesian 1330,000 250,000 0,000 No 1330,000
4 GLOBAL Cartesian 1330,000 250,000 282,500 No 1330,000
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Table: Joint Coordinates, Part 2 of 2
Joint GlobalY GlobalZ GUID
Text cm cm Text
1 250,000 0,000
2 250,000 282,500
3 250,000 0,000
4 250,000 282,500
Table: Joint Pattern Definitions
Pattern
Text
DEFAULT
Table: Joint Restraint Assignments
Joint U1 U2 U3 R1 R2 R3
Text Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
1 Yes Yes Yes Yes Yes Yes
3 Yes Yes Yes Yes Yes Yes
Table: Load Case Definitions
Load Case Design Type SelfWtMult Auto Load GUID Notes
Text Text Unitless Text Text Text
CM DEAD 1,000000
E OTHER 0,000000
SELF DEAD 1,000000
Table: Material List 2 - By Section Property
Section Object Type NumPieces Total Length
Total Weight
Text Text Unitless cm Kgf
20X100 Frame 2 565,000 2715,39
25X100 Frame 1 1330,000 7989,98
Table: Material Properties 03a - Steel Data, Part 1 of 2
Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard SMax
Text Kgf/cm2 Kgf/cm2 Kgf/cm2 Kgf/cm2 Text Text Unitless Unitless
A615Gr60 2812,28 4218,42 3093,51 4640,26 Simple Kinematic 0,020000 0,140000
A992Fy50 2822,28 4218,42 3093,51 4640,26 Simple Kinematic 0,015000 0,110000
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Table: Material Properties 03a - Steel Data, Part 2 of 2
Material SRup
Text Unitless
A615Gr60 0,200000
A992Fy50 0,170000
Table: Material Properties 03b - Concrete Data
Material Fc LtWtConc SSCurveOpt SSHysType SFc SCap FAngle DAngle
Text Kgf/cm2 Yes/No Text Text Unitless Unitless Degrees Degrees
3000 Psi 210,92 No Simple Kinematic 0,002000 0,005000 0,000 0,000
Table: Material Properties 03e - Rebar Data, Part 1 of 2
Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard SCap
Text Kgf/cm2 Kgf/cm2 Kgf/cm2 Kgf/cm2 Text Text Unitless Unitless
A615Gr60-1 2812,28 4218,42 3093,51 4640,26 Simple Kinematic 0,010000 0,090000
Table: Material Properties 03e - Rebar Data, Part 2 of 2
Material UseCTDef
Text Yes/No
A615Gr60-1 No
Table: Material Properties 06 - Damping Parameters
Material Modal Ratio VisMass VisStiff HysMass HysStiff
Text Unitless 1/Sec Sec 1/Sec2 Unitless
3000 Psi 0,0000 0,0000 0,0000 0,0000 0,000000
A615Gr60 0,0000 0,0000 0,0000 0,0000 0,000000
A615Gr60-1 0,0000 0,0000 0,0000 0,0000 0,000000
A992Fy50 0,0000 0,0000 0,0000 0,0000 0,000000
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PROYECT NAME: CONSTRUCTION OF TANK FOR STORAGE OF WATER
OWNER: ISA
DESIGNER’S NAME: ING. RONALD G. SOTO ROYECT’S PLACE: CHICHIGALPA, NICARAGUA
DATE: FEBRUARY 17TH 2009
