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 = Gen400
   Tag = 

   Type = Folders
    Caption = Gen401
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
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 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 60
  Fys = 40
  fc=3
  TopCover=1.497053
  BotCover=1.497053

 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                21250 
               0.003         21250 
  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 = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 36
  Emod = 29000
  TransBarsType = 
  Width = 12
  Height = 13.53005
  CenterX = 1.049272
  CenterY = -0.5684577
  Area = 32.43
  Ixx = 647.982482910156
  Iyy = 200.608657836914
  Ixy = -4.93856191635132
  TorJ = 30.0916519165039
  SxxT = 106.7788
  SxxB = 86.84245
  SyyR = 33.43629
  SyyL = 33.43326
  Zx = 132.735482881618
  Zy = 62.0809250676334
  Rx = 4.470006
  Ry = 2.487146

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   Gen Shape Type = 0
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   Use As Void = 0
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   Material Type = 1
   Shape Factor = 1
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   DBUnits = US
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  Control Data
  Np = 1
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  B2=.673
   
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  Y Data
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"               1","2","T1"
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  CurveData =  0 
   
   
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 TYPE = XSectionComposite
  CAPtion = Section2
  Units = US
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
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<Dimension Notations>
"             C-bf","1","13","1"
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<Dimension Notations>
"             C-h","1","3","-2"
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  6
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  Vertical Data
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  Vertical Data
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