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 = Gen2700
   Name = Gen400
   Tag = 

   Type = Folders
    Caption = Gen401
   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=0.0588233
  BotCover=0.0588233

 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 = 36
  Height = 24
  CenterX = 31
  CenterY = -52.46796
  Area = 640.56
  Ixx = 43847.5625
  Iyy = 30282.880859375
  Ixy = 0
  TorJ = 0
  SxxT = 4188.738
  SxxB = 3240.279
  SyyR = 1682.382
  SyyL = 1682.382
  Zx = 0
  Zy = 0
  Rx = 8.273567
  Ry = 6.875728

  TYPE = ShapeGeneral
   Caption = Wide Flange Shape
   Category =    Category =    Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = I/Wide Flanged
   Is Hollow = No
   Is Champher = No
   Is Fillet = No
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   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
   Main Material = Hot Rolled Steel
   Sub Material = ASTM A-36
   Material Type = 1
   Shape Factor = 9.06
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 24
   Y0 = -66
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 0
   SteelFy = 36
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   FilletR1 = 0
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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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  Y Data
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  Horizontal Dimension
<Dimension Notations>
"                       C-bf","1","15","1"
"                       L-tw","3","13","0.6H"
   
  Vertical Dimension
<Dimension Notations>
"                       C-h","1","7","-2"
"                       L-tf","9","10","1"
   
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  8
                       1,2,3,16
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  Line Data
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  6            7 
   
  Line X Data
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                       X4=B1/2
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  Line Y Data
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                       Y3=H2/2
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                       Y5=H1-H2/2
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  Line Thickness
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"                       2","4","T1"
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  CurveData =  0 
   
   
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  END TYPE = ShapeGeneral

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category = Category =    Category =    Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
   Is Hollow = No
   Is Champher = No
   Is Fillet = No
   Is Variable Flange = 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' = 4.0 ksi
   Material Type = 0
   Shape Factor = 1.12
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 31
   Y0 = -45
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
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  Control Data
  Np = 1
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  Path Data
  1            4             1 
   
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  Vertical Data
  H1=6
   
  X Data
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  Y Data
  Y1=0
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  Horizontal Dimension
<Dimension Notations>
"                     C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"                     C-h","1","2","-1"
   
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  1
                       1/4
   
  Line Data
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  2            3 
   
  Line X Data
                       X1=B1/2
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  Line Y Data
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"                       1","2","T1"
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  Prop Database=None
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   13         -48 
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   13         -48 
   
   
  CurveData =  0 
   
   
  TAG = 
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  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 = 0
  Height = 0
  CenterX = 0
  CenterY = 0
  Area = 0
  Ixx = 0
  Iyy = 0
  Ixy = 0
  TorJ = 0
  SxxT = 0
  SxxB = 0
  SyyR = 0
  SyyL = 0
  Zx = 0
  Zy = 0
  Rx = 0
  Ry = 0
  Tag = 
 END TYPE = XSectionComposite

 TYPE = XSectionComposite
  CAPtion = Section3
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
  Width = 36
  Height = 18
  CenterX = 3.829833
  CenterY = 10.7612
  Area = 712.24
  Ixx = 25922.880859375
  Iyy = 47638.7109375
  Ixy = -5055.02197265625
  TorJ = 0
  SxxT = 3581.104
  SxxB = 2408.92
  SyyR = 3361.902
  SyyL = 2182.276
  Zx = 0
  Zy = 0
  Rx = 6.032932
  Ry = 8.178371

  TYPE = ShapeGeneral
   Caption = Wide Flange Shape
   Category =    Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = I/Wide Flanged
   Is Hollow = No
   Is Champher = No
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   Is Lipped = No
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   Has Arcs = No
   Use As Void = 0
   Main Material = Hot Rolled Steel
   Sub Material = ASTM A-36
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   Shape Factor = 9.06
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
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  Control Data
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  Path Data
  1            16            1 
   
  Horizontal Data
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  Vertical Data
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  Horizontal Dimension
<Dimension Notations>
"                    C-bf","1","15","1"
"                    L-tw","3","13","0.6H"
   
  Vertical Dimension
<Dimension Notations>
"                    C-h","1","7","-2"
"                    L-tf","9","10","1"
   
  Tessellation
  8
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                    16,13,14,15
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  Line Data
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  6            7 
   
  Line X Data
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                    X4=B1/2
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  Line Y Data
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                    Y3=H2/2
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                    Y5=H1-H2/2
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  Line Thickness
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                    T2=H2
   
  Line Connectivity Data
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"                    1","2","T2"
"                    2","3","T2"
"                    2","4","T1"
"                    4","6","T1"
"                    5","6","T2"
"                    6","7","T2"
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   Caption = Rectangular Shape
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<Dimension Notations>
"                      C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"                      C-h","1","2","-1"
   
  Tessellation
  1
                        1/4
   
  Line Data
  <Line Notation>
  2            3 
   
  Line X Data
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  Line Y Data
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  1
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"                        1","2","T1"
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 TYPE = XSectionComposite
  CAPtion = Section4
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
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  Height = 6
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  CenterY = 0
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  Iyy = 23328
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  SxxB = 216
  SyyR = 1296
  SyyL = 1296
  Zx = 0
  Zy = 0
  Rx = 1.732051
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  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category = Category = Category = Cross Section
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  Vertical Data
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<Dimension Notations>
"                     C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"                     C-h","1","2","-1"
   
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  1
                       1/4
   
  Line Data
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  2            3 
   
  Line X Data
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"                       1","2","T1"
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   -18        -3 
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   18          3 
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   -18        -3 
   
   
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 END TYPE = XSectionComposite

 TYPE = XSectionComposite
  CAPtion = Section5
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
  Width = 0
  Height = 0
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  CenterY = 0
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  SxxB = 0
  SyyR = 0
  SyyL = 0
  Zx = 0
  Zy = 0
  Rx = 0
  Ry = 0
  Tag = 
 END TYPE = XSectionComposite

 TYPE = XSectionComposite
  CAPtion = Section6
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
  Width = 24
  Height = 36
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  Ixy = 0
  TorJ = 0
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  SxxB = 5184
  SyyR = 3456
  SyyL = 3456
  Zx = 0
  Zy = 0
  Rx = 10.3923
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   Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
   Is Hollow = No
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   Sub Material = fc' = 3.0 ksi
   Material Type = 0
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   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = US
   DBUnits = US
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   ConcreteFc = 3
   SteelFy = 0
   Emod = 3200
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=24
   
  Vertical Data
  H1=36
   
  X Data
  X1=0
  X2=0
  X3=B1
  X4=B1
   
  Y Data
  Y1=0
  Y2=H1
  Y3=H1
  Y4=0
   
  Horizontal Dimension
<Dimension Notations>
"               C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"               C-h","1","2","-1"
   
  Tessellation
  1
                 1/4
   
  Line Data
  <Line Notation>
  2            3 
   
  Line X Data
                 X1=B1/2
                 X2=B1/2
                 X3=B1/2
   
  Line Y Data
                 Y1=0
                 Y2=H1/2
                 Y3=H1
   
  Line Thickness
  1
                 T1=B1
   
  Line Connectivity Data
  <Conectivity Notation>
"                 1","2","T1"
"                 2","3","T1"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  5 
   -12        -18 
   -12         18 
   12          18 
   12         -18 
   -12        -18 
   
   
  CurveData =  0 
   
   
  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
 END TYPE = XSectionComposite
 End Type = XSectionsComposite
