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 = Gen1705
   Name = Gen395
   Tag = 

   Type = Folders
    Caption = Gen396
   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 = Section1
  Units = SIM
  Main Material = Concrete
  Sub Material = fc' = 25000 kN/m^2
  ConcreteFc = 17250
  SteelFy = 0
  Emod = 2.07E+07
  TransBarsType = Ties
  Width = 0.2392941
  Height = 0.2165892
  CenterX = 5.192364E-10
  CenterY = 1.109606E-09
  Area = 3.294144E-02
  Ixx = 8.99732913239859E-05
  Iyy = 1.00710734841414E-04
  Ixy = -2.16909961636702E-06
  TorJ = 0
  SxxT = 9.943035E-04
  SxxB = 7.135053E-04
  SyyR = 8.009519E-04
  SyyL = 8.86887E-04
  Zx = 0
  Zy = 0
  Rx = 5.226194E-02
  Ry = 5.529255E-02

  TYPE = ShapeGeneral
   Caption = T Shape
   Category = Category = Category = Category = Category = 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' = 30000 kN/m^2
   Material Type = 0
   Shape Factor = 1.26
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = SIM
   DBUnits = US
   X0 = -4.947864E-10
   Y0 = 5.748478E-10
   Angle = 11
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 29300
   SteelFy = 0
   Emod = 2.6E+07
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 2
  Nh = 2
  Ncord = 11
   
  Path Data
  1            11            1 
   
  Horizontal Data
  B1=.229
  B2=.076
   
  Vertical Data
  H1=.191
  H2=.076
   
  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 =  1.26 
  Factor =  1 
  Tag = 
  Points =  12 
   -6.040387E-02            -0.1115989 
   -4.943235E-02            -5.515534E-02 
   -3.846083E-02             1.288219E-03 
   -0.1135553  1.588511E-02 
   -9.905382E-02             9.048877E-02 
   1.334248E-02              6.864114E-02 
   0.1257388   4.679351E-02 
   0.1112373  -2.781015E-02 
   3.614284E-02             -1.321327E-02 
   2.517132E-02             -6.965683E-02 
   0.0141998  -0.1261004 
   -6.040387E-02            -0.1115989 
   
   
  CurveData =  0 
   
  Transformation List =  1 
   Rotate
   11
   
   TYPE = Rebar
    CAPtion = #3
    Units = SIM
    Code = 101
    Desig = #3
    Area = 7.199998E-05
    Dia = 0.0096
    Xo = -4.217482E-02
    Yo = -9.764274E-02
    Zo = 0
    Fy = 532280
    SSCurve = 
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    Yo = 8.784414E-03
    Zo = 0
    Fy = 532280
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    Area = 7.199998E-05
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    Area = 7.199998E-05
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    Zo = 0
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    Area = 7.199998E-05
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    Area = 7.199998E-05
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    Xo = -3.499469E-02
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    Code = 101
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    Area = 7.199998E-05
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  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
 END TYPE = XSectionComposite
 End Type = XSectionsComposite
