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 = SIM
  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 = 400000
   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 = Gen396
   Name = Gen929
   Tag = 

   Type = Folders
    Caption = Gen930
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
  END TYPE = Folder
 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 400000
  Fys = 2.75E+07
  fc=2.5E+08
  TopCover=9.081838E-05
  BotCover=2.357564E-06

 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                2.125 
               0.003         2.125 
  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 = 400000
  Fu = 550000
  Fys = 275000
  Density = 78
  FyFactor = 1
  SSCurve = Elasto-Plastic
 END TYPE =RebarSet
END TYPE = Project

Type = XSectionsComposite

 TYPE = XSectionComposite
  CAPtion = Section2
  Units = SIM
  Main Material = Concrete
  Sub Material = fc' = 25000 kN/m^2
  ConcreteFc = 17250
  SteelFy = 0
  Emod = 2.07E+07
  TransBarsType = Ties
  Width = 0.2432447
  Height = 0.1887975
  CenterX = 8.261615E-05
  CenterY = -2.415714E-05
  Area = 2.366023E-02
  Ixx = 3.39021389663685E-05
  Iyy = 7.65255826991051E-05
  Ixy = -1.53782875713659E-05
  TorJ = 0
  SxxT = 3.743493E-04
  SxxB = 3.451138E-04
  SyyR = 6.296342E-04
  SyyL = 6.287794E-04
  Zx = 0
  Zy = 0
  Rx = 3.785333E-02
  Ry = 5.687139E-02

  TYPE = ShapeGeneral
   Caption = L Shape
   Category =    Category =    Category =    Category = Category = Category =    Category =    Category = Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = Angle
   Is Hollow = No
   Is Champher = No
   Is Fillet = No
   Is Variable Flange = No
   Is Inclined Web = No
   Is Lipped = No
   Is Symmetrical = No
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
   Main Material = Concrete
   Sub Material = fc' = 25000 kN/m^2
   Material Type = 0
   Shape Factor = 1.16
   StressStrain Curve = BS-8110 Parabola
   Attach Curve = False
   Units = SIM
   DBUnits = US
   X0 = -1.733644E-09
   Y0 = 7.180987E-10
   Angle = -45
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 24130
   SteelFy = 0
   Emod = 2.4E+07
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 2
  Nh = 2
  Ncord = 10
   
  Path Data
  1            10            1 
   
  Horizontal Data
  B1=.153
  B2=.076
   
  Vertical Data
  H1=.191
  H2=.076
   
  X Data
  X1=0
  X2=0
  X3=0
  X4=B2
  X5=B2
  X6=B2
  X7=B2+(B1-B2)/2
  X8=B1
  X9=B1
  X10=B1/2
   
  Y Data
  Y1=0
  Y2=H1/2
  Y3=H1
  Y4=H1
  Y5=H2+(H1-H2)/2
  Y6=H2
  Y7=H2
  Y8=H2
  Y9=0
  Y10=0
   
  Horizontal Dimension
<Dimension Notations>
"                                        C-b","1","9","2"
"                                        R-tw","3","4","0.8H"
   
  Vertical Dimension
<Dimension Notations>
"                                        C-h","1","3","-2"
"                                        R-tf","8","9","0.7B"
   
  Tessellation
  4
                                        1,2,5,6
                                        2,3,4,5
                                        1,6,7,10
                                        10,7,8,9
   
  Line Data
  <Line Notation>
  4            5 
   
  Line X Data
                                        X1=B2/2
                                        X2=B2/2
                                        X3=B2/2
                                        X4=B1/2
                                        X5=B1
   
  Line Y Data
                                        Y1=H1
                                        Y2=H1/2
                                        Y3=H2/2
                                        Y4=H2/2
                                        Y5=H2/2
   
  Line Thickness
  1
                                        T1=B2
   
  Line Connectivity Data
  <Conectivity Notation>
"                                        1","2","T1"
"                                        2","3","T1"
"                                        3","4","T1"
"                                        4","5","T1"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
  Weight =  1.16 
  Factor =  1 
  Tag = 
  Points =  11 
   1.343503E-02             -9.825882E-02 
   -5.409367E-02            -3.073012E-02 
   -0.1216224  3.679858E-02 
   -6.788225E-02             9.053869E-02 
   -2.722361E-02             4.988005E-02 
   1.343503E-02              9.221409E-03 
   4.065864E-02              3.644502E-02 
   6.788225E-02              6.366863E-02 
   0.1216224   9.928518E-03 
   6.752869E-02             -4.416515E-02 
   1.343503E-02             -9.825882E-02 
   
   
  CurveData =  0 
   
  Transformation List =  1 
   Rotate
   -45
   
   TYPE = Rebar
    CAPtion = #3
    Units = SIM
    Code = 101
    Desig = #3
    Area = 7.199998E-05
    Dia = 0.0096
    Xo = 1.176376E-02
    Yo = -7.036111E-02
    Zo = 0
    Fy = 357150
    SSCurve = 
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    Code = 101
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    Area = 7.199998E-05
    Dia = 0.0096
    Xo = -9.047768E-02
    Yo = 3.407551E-02
    Zo = 0
    Fy = 357150
    SSCurve = 
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    Units = SIM
    Code = 101
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    Area = 7.199998E-05
    Dia = 0.0096
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    Yo = 5.989874E-02
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    Area = 7.199998E-05
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    Area = 7.199998E-05
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    Area = 7.199998E-05
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    Yo = 1.321558E-02
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               0 
               0 
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    Area = 7.199998E-05
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    Code = 101
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    Area = 7.199998E-05
    Dia = 0.0096
    Xo = -6.584501E-02
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    Area = 7.199998E-05
    Dia = 0.0096
    Xo = -3.472711E-02
    Yo = 3.438733E-02
    Zo = 0
    Fy = 357150
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               0 
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               0 
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    CAPtion = #3
    Units = SIM
    Code = 101
    Desig = #3
    Area = 7.199998E-05
    Dia = 0.0096
    Xo = 4.284744E-02
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    Area = 7.199998E-05
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    Area = 7.199998E-05
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    Code = 101
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    Area = 7.199998E-05
    Dia = 0.0096
    Xo = 4.845868E-02
    Yo = 1.681312E-02
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    Area = 7.199998E-05
    Dia = 0.0096
    Xo = -1.198412E-02
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  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
 END TYPE = XSectionComposite
 End Type = XSectionsComposite
