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 = SI
  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 = 400
   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 = Gen1760
   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 = 400
  Fys = 275
  fc=172.5
  TopCover=969.645
  BotCover=1272.5

 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 = 400
  Fu = 550
  Fys = 275
  Density = 78
  FyFactor = 1
  SSCurve = Elasto-Plastic
 END TYPE =RebarSet
END TYPE = Project

Type = XSectionsComposite

 TYPE = XSectionComposite
  CAPtion = Section1
  Units = SI
  Main Material = Concrete
  Sub Material = fc' = 25 N/mm^2
  ConcreteFc = 25
  SteelFy = 0
  Emod = 24000
  TransBarsType = 
  Width = 610
  Height = 920
  CenterX = 5
  CenterY = 10
  Area = 701500
  Ixx = 49479135232
  Iyy = 21752346624
  Ixy = 0
  TorJ = 0
  SxxT = 1.075633E+08
  SxxB = 1.075633E+08
  SyyR = 7.131917E+07
  SyyL = 7.131917E+07
  Zx = 0
  Zy = 0
  Rx = 265.5811
  Ry = 176.0918

  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
   Is Fillet = No
   Is Variable Flange = No
   Is Inclined Web = No
   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
   Main Material = Concrete
   Sub Material = fc' = 40 N/mm^2
   Material Type = 0
   Shape Factor = 1.25
   StressStrain Curve = PCA Parabola
   Attach Curve = False
   Units = SI
   DBUnits = US
   X0 = 5
   Y0 = 10
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 40
   SteelFy = 0
   Emod = 30000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=610
   
  Vertical Data
  H1=920
   
  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
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   -300       -450 
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   310         470 
   310        -450 
   -300       -450 
   
   
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               1000 
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               1000 
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               1000 
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               1000 
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               1000 
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               1000 
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               1000 
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               1000 
               0 
               0 
               0 
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    Dims = 6
               1000 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = SI
    Code = 101
    Desig = #10
    Area = 828
    Dia = 32.4
    Xo = -148
    Yo = 420
    Zo = 0
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               1000 
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               0 
               0 
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               0 
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   TYPE = Rebar
    CAPtion = #10
    Units = SI
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               1000 
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               1000 
               0 
               0 
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   TYPE = Rebar
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               1000 
               0 
               0 
               0 
               0 
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   TYPE = Rebar
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    Units = SI
    Code = 101
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    Area = 828
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               1000 
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               0 
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               0 
               0 
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   TYPE = Rebar
    CAPtion = #10
    Units = SI
    Code = 101
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    Yo = 185.7143
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               1000 
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               0 
               0 
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   TYPE = Rebar
    CAPtion = #10
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    Dia = 32.4
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               1000 
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   TYPE = Rebar
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               1000 
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               0 
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   TYPE = Rebar
    CAPtion = #10
    Units = SI
    Code = 101
    Desig = #10
    Area = 828
    Dia = 32.4
    Xo = 260
    Yo = -165.7143
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               1000 
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   TYPE = Rebar
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               1000 
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   TYPE = Rebar
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               1000 
               0 
               0 
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               0 
               0 
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   TYPE = Rebar
    CAPtion = #10
    Units = SI
    Code = 101
    Desig = #10
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               1000 
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  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
 END TYPE = XSectionComposite

 TYPE = XSectionComposite
  CAPtion = Section2
  Units = SI
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 2.5
  SteelFy = 0
  Emod = 3000
  TransBarsType = 
  Width = 610.8
  Height = 916.2
  CenterX = 0
  CenterY = -5.684342E-14
  Area = 559614.9
  Ixx = 39146115072
  Iyy = 17398272000
  Ixy = 0
  TorJ = 0
  SxxT = 8.545321E+07
  SxxB = 8.545321E+07
  SyyR = 5.69688E+07
  SyyL = 5.69688E+07
  Zx = 0
  Zy = 0
  Rx = 264.4842
  Ry = 176.3228

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   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
   Is Inclined Web = No
   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
   Main Material = Concrete
   Sub Material = fc' = 3.0 ksi
   Material Type = 0
   Shape Factor = 1
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = SI
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 2.5
   SteelFy = 0
   Emod = 3000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=610.8
   
  Vertical Data
  H1=916.2
   
  X Data
  X1=0
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  X3=B1
  X4=B1
   
  Y Data
  Y1=0
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  Y3=H1
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  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
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                  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 
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  Points =  5 
   -305.4     -458.1 
   -305.4      458.1 
   305.4       458.1 
   305.4      -458.1 
   -305.4     -458.1 
   
   
  CurveData =  0 
   
   TYPE = Rebar
    CAPtion = #10
    Units = SI
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               1000 
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               1000 
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               1000 
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