Release =CSI Section Builder 1.0

TYPE = Project
 Caption = 
 ProjType = General
 Status = New
 Description = 
 Reference = P01
 Manager = 
 Organization = 
 StartDate = 10/28/1998
 EndDate = 12:00:00 AM
 Remarks = 
 Tag = 

 TYPE = DesignCriteria
  Caption = Design Criteria
  UnitName = US
  DefaultMat = 0
  TYPE = DesignCriteriaRC
   DesignCode = ACI-318-99
   DesignMethod = USD
   RebarSetName = ASTM
   LoadCombTableName = ACI-318-95-USD
   ConcreteCurve = ACI-Whitney Rectangular
   Fc = 3
   FcBeams = 3
   FcColumns = 4
   FcSlabs = 3
   FcFootings = 3
   Fy = 60
   FyMain = 40
   FySttirups = 40
   Fu = 80
   FuMain = 80
   FuSttirups = 60
   Density = 0.15
   CoverBeamTop = 1.5
   CoverBeamsBot = 1.5
   CoverBeamsSide = 1
   CoverColumns = 1.5
   CoverSlabsTop = 0.75
   CoverSlabsBot = 0.75
   CoverFootingsTop = 2
   CoverFootingsBot = 2
  END TYPE = DesignCriteriaRC
 END TYPE = DesignCriteria

 Type = Folders
  Caption = Gen002

  TYPE = Folder
   Caption = Gen025
   Name = Gen1497
   Tag = 

   Type = Folders
    Caption = Gen1498
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
  END TYPE = Folder
 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 60
  Fys = 40
  fc=3
  TopCover=0.588233
  BotCover=0.588233

 TYPE = StressStrainCurves
  TYPE = StressStrainCurve
   CAPtion = ACI-Whitney Rectangular
   CurveType = Concrete
   Editable = 0
   Multiplier = 0
   StressInFraction = 0
   DesignCode = 0
   SSData = 4
               0             0 
               2.970001E-04                0 
               3.000001E-04                2.55 
               0.003         2.55 
  END TYPE = StressStrainCurve
  TYPE = StressStrainCurve
   CAPtion = PCA Parabola
   CurveType = Concrete
   Editable = 0
   Multiplier = 0
   StressInFraction = 0
   DesignCode = 0
   SSData = 5
               0             0 
               0.0005        0.5 
               0.001         0.8 
               0.0015        0.85 
               0.003         0.85 
  END TYPE = StressStrainCurve
  TYPE = StressStrainCurve
   CAPtion = User Concrete Curve-1
   CurveType = Concrete
   Editable = -1
   Multiplier = 0
   StressInFraction = 0
   DesignCode = 0
   SSData = 4
               0             0 
               0.0003        0 
               0.0003        0.85 
               0.003         0.85 
  END TYPE = StressStrainCurve
  TYPE = StressStrainCurve
   CAPtion = User Concrete Curve-2
   CurveType = Concrete
   Editable = -1
   Multiplier = 0
   StressInFraction = 0
   DesignCode = 0
   SSData = 4
               0             0 
               0.0003        0 
               0.0003        0.85 
               0.003         0.85 
  END TYPE = StressStrainCurve
  TYPE = StressStrainCurve
   CAPtion = User Concrete Curve-3
   CurveType = Concrete
   Editable = -1
   Multiplier = 0
   StressInFraction = 0
   DesignCode = 0
   SSData = 4
               0             0 
               0.0003        0 
               0.0003        0.85 
               0.003         0.85 
  END TYPE = StressStrainCurve
 END TYPE = StressStrainCurves
 ENDTYPE=MaterailModelRCC

  Type = RebarSet
  Fy = 60
  Fu = 80
  Fys = 40
  Density = 0.495
  FyFactor = 1
  SSCurve = Elasto-Plastic
 END TYPE =RebarSet
END TYPE = Project

Type = XSectionsComposite

 TYPE = XSectionComposite
  CAPtion = Section1
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
  Width = 16
  Height = 16
  CenterX = 0
  CenterY = 0
  Area = 335.36
  Ixx = 7154.34619140625
  Iyy = 7154.34619140625
  Ixy = 0
  TorJ = 0
  SxxT = 894.2933
  SxxB = 894.2933
  SyyR = 894.2933
  SyyL = 894.2933
  Zx = 0
  Zy = 0
  Rx = 4.618802
  Ry = 4.618802

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category =    Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
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   Use As Void = 0
   Main Material = Concrete
   Sub Material = fc' = 4.0 ksi
   Material Type = 0
   Shape Factor = 1.31
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = US
   DBUnits = US
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   MirrorOnX = 0
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  Control Data
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  1            4             1 
   
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<Dimension Notations>
"                   C-b","2","3","1"
   
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<Dimension Notations>
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  Line Data
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  Line X Data
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   TYPE = Rebar
    CAPtion = #8
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   END TYPE = Rebar
   
  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
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 TYPE = XSectionComposite
  CAPtion = Section2
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
  Width = 24
  Height = 24
  CenterX = 9.986629E-04
  CenterY = 2.674053E-03
  Area = 852.5554
  Ixx = 41364.81640625
  Iyy = 41345.40234375
  Ixy = 0
  TorJ = 0
  SxxT = 3447.836
  SxxB = 3446.3
  SyyR = 3445.737
  SyyL = 3445.163
  Zx = 0
  Zy = 0
  Rx = 6.965531
  Ry = 6.963897

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category =    Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
   Is Hollow = No
   Is Champher = No
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   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
   Main Material = Concrete
   Sub Material = fc' = 5.0 ksi
   Material Type = 0
   Shape Factor = 1.25
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = US
   DBUnits = US
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  Control Data
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  Path Data
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  Horizontal Data
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  Vertical Data
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  X Data
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  Y Data
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  Horizontal Dimension
<Dimension Notations>
"                    C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"                    C-h","1","2","-1"
   
  Tessellation
  1
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  Line Data
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  2            3 
   
  Line X Data
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  Line Y Data
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  Line Thickness
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"                      1","2","T1"
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  Prop Database=None
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   -12        -12 
   -12         12 
   12          12 
   12         -12 
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    Units = US
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   TYPE = Rebar
    CAPtion = #10
    Units = US
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    Area = 1.283403
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   Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
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  Control Data
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  Path Data
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  Horizontal Data
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  Vertical Data
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<Dimension Notations>
"                  C-bf","1","9","1"
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"                  C-h","1","3","-2"
   
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  4            5 
   
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"                  1","2","T1"
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   -8.500001  -8.5 
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  Vertical Data
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