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 = Gen3367
   Name = Gen1456
   Tag = 

   Type = Folders
    Caption = Gen1457
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
  END TYPE = Folder
 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 60
  Fys = 40
  fc=4.347826E-04
  TopCover=58.8233
  BotCover=19.64636

 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 = Section2
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 3.0 ksi
  ConcreteFc = 3
  SteelFy = 0
  Emod = 3200
  TransBarsType = 
  Width = 9.545941
  Height = 7.424621
  CenterX = 5.534717E-08
  CenterY = 1.581347E-08
  Area = 31.5
  Ixx = 69.7299041748047
  Iyy = 156.515609741211
  Ixy = -31.640625
  TorJ = 0
  SxxT = 19.58272
  SxxB = 18.04682
  SyyR = 32.79208
  SyyL = 32.79208
  Zx = 0
  Zy = 0
  Rx = 1.487833
  Ry = 2.229069

  TYPE = ShapeGeneral
   Caption = L Shape
   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' = 3.0 ksi
   Material Type = 0
   Shape Factor = 1
   StressStrain Curve = PCA Parabola
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 1.781574E-08
   Y0 = 6.600604E-08
   Angle = -45
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 3.5
   SteelFy = 0
   Emod = 3200
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 2
  Nh = 2
  Ncord = 10
   
  Path Data
  1            10            1 
   
  Horizontal Data
  B1=6
  B2=3
   
  Vertical Data
  H1=7.5
  H2=3
   
  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 
  Factor =  1 
  Tag = 
  Points =  11 
   0.5303301  -3.863833 
   -2.12132   -1.212183 
   -4.772971   1.439467 
   -2.65165    3.560788 
   -1.06066    1.969797 
   0.5303301   0.3788072 
   1.59099     1.439467 
   2.65165     2.500127 
   4.772971    0.3788072 
   2.65165    -1.742513 
   0.5303301  -3.863833 
   
   
  CurveData =  0 
   
  Transformation List =  1 
   Rotate
   -45
   
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 0.5225672
    Yo = -3.148963
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -4.065863
    Yo = 1.439467
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -2.702158
    Yo = 2.803173
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 0.4798225
    Yo = -0.3788072
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 2.65165
    Yo = 1.793021
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 4.058101
    Yo = 0.3865704
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -0.6187183
    Yo = -2.007678
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -1.767767
    Yo = -0.8586297
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -2.916815
    Yo = 0.2904186
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -1.641498
    Yo = 1.742513
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 1.860673
    Yo = -1.768955
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -0.5808378
    Yo = 0.681853
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 1.565737
    Yo = 0.7071069
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = 2.979893
    Yo = -0.6916376
    Zo = 0
    Fy = 51.8
    SSCurve = Park, Strain Hardening
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   
  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
 END TYPE = XSectionComposite
 End Type = XSectionsComposite
