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 = Gen1067
   Tag = 

   Type = Folders
    Caption = Gen1068
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
  END TYPE = Folder
 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 60
  Fys = 5.797102E-03
  fc=6.301197E-08
  TopCover=2311.328
  BotCover=771.9591

 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 = 9.407072
  Height = 8.507058
  CenterX = -0.25
  CenterY = -0.40625
  Area = 45.36
  Ixx = 190.873947143555
  Iyy = 214.531036376953
  Ixy = -4.77904558181763
  TorJ = 0
  SxxT = 53.64468
  SxxB = 38.56863
  SyyR = 43.40934
  SyyL = 48.047
  Zx = 0
  Zy = 0
  Rx = 2.051336
  Ry = 2.174746

  TYPE = ShapeGeneral
   Caption = T Shape
   Category =    Category =    Category = Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = Tee
   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' = 4.0 ksi
   Material Type = 0
   Shape Factor = 1.12
   StressStrain Curve = PCA Parabola
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = -0.25
   Y0 = -0.40625
   Angle = 11
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 4.25
   SteelFy = 0
   Emod = 3600
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 2
  Nh = 2
  Ncord = 11
   
  Path Data
  1            11            1 
   
  Horizontal Data
  B1=9
  B2=3
   
  Vertical Data
  H1=7.5
  H2=3
   
  X Data
  X1=B1/2-B2/2
  X2=B1/2-B2/2
  X3=B1/2-B2/2
  X4=0
  X5=0
  X6=B1/2
  X7=B1
  X8=B1
  X9=B1/2+B2/2
  X10=B1/2+B2/2
  X11=B1/2+B2/2
   
  Y Data
  Y1=0
  Y2=(H1-H2)/2
  Y3=H1-H2
  Y4=H1-H2
  Y5=H1
  Y6=H1
  Y7=H1
  Y8=H1-H2
  Y9=H1-H2
  Y10=(H1-H2)/2
  Y11=0
   
  Horizontal Dimension
<Dimension Notations>
"                          C-bf","5","7","2"
"                          R-tw","1","11","0.3H"
   
  Vertical Dimension
<Dimension Notations>
"                          C-h","1","5","-2"
"                          L-tf","8","7","1"
   
  Tessellation
  5
                          1,2,10,11
                          2,3,9,10
                          4,5,6,3
                          3,6,9
                          9,6,7,8
   
  Line Data
  <Line Notation>
  4            5 
   
  Line X Data
                          X1=0
                          X2=B1/2
                          X3=B1
                          X4=B1/2
                          X5=B1/2
   
  Line Y Data
                          Y1=H1-H2/2
                          Y2=H1-H2/2
                          Y3=H1-H2/2
                          Y4=H1/2
                          Y5=0
   
  Line Thickness
  2
                          T1=B2
                          T2=H2
   
  Line Connectivity Data
  <Conectivity Notation>
"                          1","2","T2"
"                          2","3","T2"
"                          2","4","T1"
"                          4","5","T1"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
  Weight =  1.12 
  Factor =  1 
  Tag = 
  Points =  12 
   -2.628783  -4.782765 
   -2.199463  -2.574104 
   -1.770143  -0.3654433 
   -4.715024   0.2069837 
   -4.142597   3.151865 
   0.2747247   2.293225 
   4.692047    1.434584 
   4.11962    -1.510297 
   1.174739   -0.9378703 
   0.7454183  -3.146531 
   0.316098   -5.355193 
   -2.628783  -4.782765 
   
   
  CurveData =  0 
   
  Transformation List =  1 
   Rotate
   11
   
   TYPE = Rebar
    CAPtion = #3
    Units = US
    Code = 101
    Desig = #3
    Area = 0.1116002
    Dia = 0.3772102
    Xo = -2.35551
    Yo = 0.5537373
    Zo = 0
    Fy = 77.2
    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 = -1.865031
    Yo = -4.19448
    Zo = 0
    Fy = 77.2
    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 = -0.8774152
    Yo = 0.2966092
    Zo = 0
    Fy = 77.2
    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 = -3.827951
    Yo = 0.8399509
    Zo = 0
    Fy = 77.2
    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 = -3.516685
    Yo = 2.441275
    Zo = 0
    Fy = 77.2
    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 = 3.84552
    Yo = 1.010209
    Zo = 0
    Fy = 77.2
    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 = 3.522946
    Yo = -0.6492869
    Zo = 0
    Fy = 77.2
    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 = 0.583718
    Yo = -4.777476E-02
    Zo = 0
    Fy = 77.2
    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 = -0.2727058
    Yo = -4.606314
    Zo = 0
    Fy = 77.2
    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 = -1.578817
    Yo = -2.722039
    Zo = 0
    Fy = 77.2
    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 = -1.292604
    Yo = -1.249598
    Zo = 0
    Fy = 77.2
    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 = 2.050505
    Yo = -0.3630734
    Zo = 0
    Fy = 77.2
    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 = -2.049898
    Yo = 2.125977
    Zo = 0
    Fy = 77.2
    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 = -0.5774567
    Yo = 1.839763
    Zo = 0
    Fy = 77.2
    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 = 0.8893303
    Yo = 1.524465
    Zo = 0
    Fy = 77.2
    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 = 2.373078
    Yo = 1.296422
    Zo = 0
    Fy = 77.2
    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 = 0.3575274
    Yo = -1.672668
    Zo = 0
    Fy = 77.2
    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 = 1.565889E-03
    Yo = -3.040998
    Zo = 0
    Fy = 77.2
    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
