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 = Gen4173
   Name = Gen1058
   Tag = 

   Type = Folders
    Caption = Gen1059
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
  END TYPE = Folder
 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 60
  Fys = 40
  fc=3
  TopCover=0.588233
  BotCover=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 = 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 = 28.30678
  Height = 30
  CenterX = -8.870186E-03
  CenterY = -2.375102E-07
  Area = 2635.706
  Ixx = 313036.375
  Iyy = 254657.65625
  Ixy = 0
  TorJ = 0
  SxxT = 20869.09
  SxxB = 20869.09
  SyyR = 17992.7
  SyyL = 17992.7
  Zx = 0
  Zy = 0
  Rx = 10.89805
  Ry = 9.829465

  TYPE = ShapeGeneral
   Caption = Channel Shape
   Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = Channel
   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 = Hot Rolled Steel
   Sub Material = ASTM A-36
   Material Type = 1
   Shape Factor = 9.06
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = -9.630504
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 0
   SteelFy = 36
   Emod = 29000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 2
  Nh = 2
  Ncord = 14
   
  Path Data
  1            14            1 
   
  Horizontal Data
  B1=14.2
  B2=1.6
   
  Vertical Data
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  H2=2.5
   
  X Data
  X1=0
  X2=0
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  X5=B1
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  X7=B2+(B1-B2)/2
  X8=B2
  X9=B2
  X10=B2
  X11=B2+(B1-B2)/2
  X12=B1
  X13=B1
  X14=B1/2
   
  Y Data
  Y1=0
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  Y3=H1
  Y4=H1
  Y5=H1
  Y6=H1-H2+H2/4
  Y7=H1-H2
  Y8=H1-H2-H2/4
  Y9=H1/2
  Y10=H2+H2/4
  Y11=H2
  Y12=H2-H2/4
  Y13=0
  Y14=0
   
  Horizontal Dimension
<Dimension Notations>
"                 C-bf","1","13","1"
"                 R-tw","3","8","0.6H"
   
  Vertical Dimension
<Dimension Notations>
"                 C-h","1","3","-2"
"                 L-tf","5","6","1"
   
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  6
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                 2,3,8,9
                 3,4,7,8
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  Line Data
  <Line Notation>
  6            7 
   
  Line X Data
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                 X3=B2/2
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                 Y3=H2/2
                 Y4=H1/2
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                 Y7=H1-H2/2
   
  Line Thickness
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                 T1=B2
                 T2=H2
   
  Line Connectivity Data
  <Conectivity Notation>
"                 1","2","T2"
"                 2","3","T2"
"                 3","4","T1"
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"                 6","7","T2"
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   -14.16226  -15 
   -14.16226   0 
   -14.16226   15 
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   3.773975E-02              15 
   3.773975E-02              13.125 
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   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = Channel
   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 = Hot Rolled Steel
   Sub Material = ASTM A-36
   Material Type = 1
   Shape Factor = 9.06
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
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   Y0 = 0
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   MirrorOnY = -1
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   ConcreteFc = 0
   SteelFy = 36
   Emod = 29000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
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  Path Data
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  Horizontal Data
  B1=14.2
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  Vertical Data
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  X Data
  X1=0
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  Y Data
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  Y3=H1
  Y4=H1
  Y5=H1
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  Y14=0
   
  Horizontal Dimension
<Dimension Notations>
"                   C-bf","1","13","1"
"                   R-tw","3","8","0.6H"
   
  Vertical Dimension
<Dimension Notations>
"                   C-h","1","3","-2"
"                   L-tf","5","6","1"
   
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  6
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                   2,3,8,9
                   3,4,7,8
                   4,5,6,7
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  Line Data
  <Line Notation>
  6            7 
   
  Line X Data
                   X1=B1
                   X2=B1/2
                   X3=B2/2
                   X4=B2/2
                   X5=B2/2
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                   Y3=H2/2
                   Y4=H1/2
                   Y5=H1-H2/2
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                   Y7=H1-H2/2
   
  Line Thickness
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                   T2=H2
   
  Line Connectivity Data
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"                   1","2","T2"
"                   2","3","T2"
"                   3","4","T1"
"                   4","5","T1"
"                   5","6","T2"
"                   6","7","T2"
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  Paths =  1 
  Path = 1
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  Points =  15 
   14.14452   -15 
   7.044518   -15 
   -5.548286E-02            -15 
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  CurveData =  0 
   
   
  TAG = 
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  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
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   Is Lipped = No
   Is Symmetrical = Yes
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   Units = US
   DBUnits = US
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  Control Data
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  Vertical Data
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<Dimension Notations>
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  Vertical Dimension
<Dimension Notations>
"                     C-h","1","2","-1"
   
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  1
                       1/4
   
  Line Data
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  2            3 
   
  Line X Data
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  Line Y Data
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  Paths =  1 
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    CAPtion = #10
    Units = US
    Code = 101
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    CAPtion = #10
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 TYPE = XSectionComposite
  CAPtion = Section2
  Units = US
  Main Material = Concrete
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  SteelFy = 0
  Emod = 3200
  TransBarsType = 
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  Iyy = 473982.6875
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  SxxT = 0
  SxxB = 0
  SyyR = 0
  SyyL = 0
  Zx = 0
  Zy = 0
  Rx = 12.20663
  Ry = 12.20663

  TYPE = ShapeGeneral
   Caption = Circle
   Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Circle
   Sub Shape Type = Circle
   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 = Yes
   Use As Void = 0
   Main Material = Concrete
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   Material Type = 0
   Shape Factor = 1
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   Attach Curve = False
   Units = US
   DBUnits = US
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   Emod = 3200
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   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
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  Path Data
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  Horizontal Data
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  Vertical Data
   
  X Data
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  Y22=B1/2-B1/2*0.7071
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  Y24=B1/2-B1/2*0.2588
   
  Horizontal Dimension
<Dimension Notations>
"                   C-t2","1","13","1"
   
  Vertical Dimension
<Dimension Notations>
   
  Tessellation
  1
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  Prop From Database=No
  Prop Database=None
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    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = 13.85641
    Yo = 8
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = 8
    Yo = 13.85641
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = -6.993822E-07
    Yo = 16
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = -8.000001
    Yo = 13.85641
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = -13.85641
    Yo = 8.000001
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = -16
    Yo = -1.398764E-06
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = -13.85641
    Yo = -8
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = -7.999999
    Yo = -13.85641
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = 1.907981E-07
    Yo = -16
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = 7.999999
    Yo = -13.85641
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   TYPE = Rebar
    CAPtion = #10
    Units = US
    Code = 101
    Desig = #10
    Area = 1.283403
    Dia = 1.273085
    Xo = 13.85641
    Yo = -8.000003
    Zo = 0
    Fy = 0
    SSCurve = 
    Dims = 6
               12 
               0 
               0 
               0 
               0 
               0 
   END TYPE = Rebar
   
  TAG = 
  END TYPE = ShapeGeneral

  TYPE = ShapeGeneral
   Caption = Steel Pipe
   Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Circular
   Sub Shape Type = Pipe
   Is Hollow = Yes
   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 = Yes
   Use As Void = 0
   Main Material = Hot Rolled Steel
   Sub Material = ASTM A-36
   Material Type = 1
   Shape Factor = 9.06
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 0
   SteelFy = 36
   Emod = 29000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 2
  Nb = 2
  Nh = 0
  Ncord = 48
   
  Path Data
  1            24            1 
  25           48           -1 
   
  Horizontal Data
  B1=40
  B2=2
   
  Vertical Data
   
  X Data
  X1=0
  X2=B1/2-B1/2*0.9659
  X3=B1/2-B1/2*0.8660
  X4=B1/2-B1/2*0.7071
  X5=B1/2-B1/2*0.5
  X6=B1/2-B1/2*0.2588
  X7=B1/2
  X8=B1/2+B1/2*0.2588
  X9=B1/2+B1/2*0.5
  X10=B1/2+B1/2*0.7071
  X11=B1/2+B1/2*0.8660
  X12=B1/2+B1/2*0.9659
  X13=B1/2+B1/2
  X14=B1/2+B1/2*0.9659
  X15=B1/2+B1/2*0.8660
  X16=B1/2+B1/2*0.7071
  X17=B1/2+B1/2*0.5
  X18=B1/2+B1/2*0.2588
  X19=B1/2
  X20=B1/2-B1/2*0.2588
  X21=B1/2-B1/2*0.5
  X22=B1/2-B1/2*0.7071
  X23=B1/2-B1/2*0.8660
  X24=B1/2-B1/2*0.9659
  X25=B2
  X26=B1/2-(B1/2-B2)*0.9659
  X27=B1/2-(B1/2-B2)*0.8660
  X28=B1/2-(B1/2-B2)*0.7071
  X29=B1/2-(B1/2-B2)*0.5
  X30=B1/2-(B1/2-B2)*0.2588
  X31=B1/2
  X32=B1/2+(B1/2-B2)*0.2588
  X33=B1/2+(B1/2-B2)*0.5
  X34=B1/2+(B1/2-B2)*0.7071
  X35=B1/2+(B1/2-B2)*0.8660
  X36=B1/2+(B1/2-B2)*0.9659
  X37=B1/2+(B1/2-B2)
  X38=B1/2+(B1/2-B2)*0.9659
  X39=B1/2+(B1/2-B2)*0.8660
  X40=B1/2+(B1/2-B2)*0.7071
  X41=B1/2+(B1/2-B2)*0.5
  X42=B1/2+(B1/2-B2)*0.2588
  X43=B1/2
  X44=B1/2-(B1/2-B2)*0.2588
  X45=B1/2-(B1/2-B2)*0.5
  X46=B1/2-(B1/2-B2)*0.7071
  X47=B1/2-(B1/2-B2)*0.8660
  X48=B1/2-(B1/2-B2)*0.9659
   
  Y Data
  Y1=B1/2
  Y2=B1/2+B1/2*0.2588
  Y3=B1/2+B1/2*0.5
  Y4=B1/2+B1/2*0.7071
  Y5=B1/2+B1/2*0.8660
  Y6=B1/2+B1/2*0.9659
  Y7=B1/2+B1/2
  Y8=B1/2+B1/2*0.9659
  Y9=B1/2+B1/2*0.8660
  Y10=B1/2+B1/2*0.7071
  Y11=B1/2+B1/2*0.5
  Y12=B1/2+B1/2*0.2588
  Y13=B1/2
  Y14=B1/2-B1/2*0.2588
  Y15=B1/2-B1/2*0.5
  Y16=B1/2-B1/2*0.7071
  Y17=B1/2-B1/2*0.8660
  Y18=B1/2-B1/2*0.9659
  Y19=0
  Y20=B1/2-B1/2*0.9659
  Y21=B1/2-B1/2*0.8660
  Y22=B1/2-B1/2*0.7071
  Y23=B1/2-B1/2*0.5
  Y24=B1/2-B1/2*0.2588
  Y25=B1/2
  Y26=B1/2+(B1/2-B2)*0.2588
  Y27=B1/2+(B1/2-B2)*0.5
  Y28=B1/2+(B1/2-B2)*0.7071
  Y29=B1/2+(B1/2-B2)*0.8660
  Y30=B1/2+(B1/2-B2)*0.9659
  Y31=B1/2+(B1/2-B2)
  Y32=B1/2+(B1/2-B2)*0.9659
  Y33=B1/2+(B1/2-B2)*0.8660
  Y34=B1/2+(B1/2-B2)*0.7071
  Y35=B1/2+(B1/2-B2)*0.5
  Y36=B1/2+(B1/2-B2)*0.2588
  Y37=B1/2
  Y38=B1/2-(B1/2-B2)*0.2588
  Y39=B1/2-(B1/2-B2)*0.5
  Y40=B1/2-(B1/2-B2)*0.7071
  Y41=B1/2-(B1/2-B2)*0.8660
  Y42=B1/2-(B1/2-B2)*0.9659
  Y43=B2
  Y44=B1/2-(B1/2-B2)*0.9659
  Y45=B1/2-(B1/2-B2)*0.8660
  Y46=B1/2-(B1/2-B2)*0.7071
  Y47=B1/2-(B1/2-B2)*0.5
  Y48=B1/2-(B1/2-B2)*0.2588
   
  Horizontal Dimension
<Dimension Notations>
"                  C-OD","1","13","1"
"                  R-t","1","25","0.5H"
   
  Vertical Dimension
<Dimension Notations>
   
  Tessellation
  24
           1,2,26,25
           2,3,27,26
           3,4,28,27
           4,5,29,28
           5,6,30,29
           6,7,31,30
           7,8,32,31
           8,9,33,32
           9,10,34,33
           10,11,35,34
           11,12,36,35
           12,13,37,36
           13,14,38,37
           14,15,39,38
           15,16,40,39
           16,17,41,40
           17,18,42,41
           18,19,43,42
           19,20,44,43
           20,21,45,44
           21,22,46,45
           22,23,47,46
           23,24,48,47
           24,1,25,48
   
  Line Data
  <Line Notation>
  24           24 
   
  Line X Data
           X1=B2/2
           X2=B1-(B1-B2/2)*0.9659
           X3=B1-(B1-B2/2)*0.8660
           X4=B1-(B1-B2/2)*0.7071
           X5=B1-(B1-B2/2)*0.5
           X6=B1-(B1-B2/2)*0.2588
           X7=B1
           X8=B1+(B1-B2/2)*0.2588
           X9=B1+(B1-B2/2)*0.5
           X10=B1+(B1-B2/2)*0.7071
           X11=B1+(B1-B2/2)*0.8660
           X12=B1+(B1-B2/2)*0.9659
           X13=B1+(B1-B2/2)
           X14=B1+(B1-B2/2)*0.9659
           X15=B1+(B1-B2/2)*0.8660
           X16=B1+(B1-B2/2)*0.7071
           X17=B1+(B1-B2/2)*0.5
           X18=B1+(B1-B2/2)*0.2588
           X19=B1
           X20=B1-(B1-B2/2)*0.2588
           X21=B1-(B1-B2/2)*0.5
           X22=B1-(B1-B2/2)*0.7071
           X23=B1-(B1-B2/2)*0.8660
           X24=B1-(B1-B2/2)*0.9659
   
  Line Y Data
           Y1=B1
           Y2=B1+(B1-B2/2)*0.2588
           Y3=B1+(B1-B2/2)*0.5
           Y4=B1+(B1-B2/2)*0.7071
           Y5=B1+(B1-B2/2)*0.8660
           Y6=B1+(B1-B2/2)*0.9659
           Y7=B1+(B1-B2/2)
           Y8=B1+(B1-B2/2)*0.9659
           Y9=B1+(B1-B2/2)*0.8660
           Y10=B1+(B1-B2/2)*0.7071
           Y11=B1+(B1-B2/2)*0.5
           Y12=B1+(B1-B2/2)*0.2588
           Y13=B1
           Y14=B1-(B1-B2/2)*0.2588
           Y15=B1-(B1-B2/2)*0.5
           Y16=B1-(B1-B2/2)*0.7071
           Y17=B1-(B1-B2/2)*0.8660
           Y18=B1-(B1-B2/2)*0.9659
           Y19=B2/2
           Y20=B1-(B1-B2/2)*0.9659
           Y21=B1-(B1-B2/2)*0.8660
           Y22=B1-(B1-B2/2)*0.7071
           Y23=B1-(B1-B2/2)*0.5
           Y24=B1-(B1-B2/2)*0.2588
   
  Line Thickness
  1
           T1=B2
   
  Line Connectivity Data
  <Conectivity Notation>
"          1","2","T1"
"          2","3","T1"
"          3","4","T1"
"          4","5","T1"
"          5","6","T1"
"          6","7","T1"
"          7","8","T1"
"          8","9","T1"
"          9","10","T1"
"          10","11","T1"
"          11","12","T1"
"          12","13","T1"
"          13","14","T1"
"          14","15","T1"
"          15","16","T1"
"          16","17","T1"
"          17","18","T1"
"          18","19","T1"
"          19","20","T1"
"          20","21","T1"
"          21","22","T1"
"          22","23","T1"
"          23","24","T1"
"          24","1","T1"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  2 
  Path = 1
  Weight =  9.06 
  Factor =  1 
  Tag = 
  Points =  25 
   -20         0 
   -19.318     5.176001 
   -17.32      10 
   -14.142     14.142 
   -10         17.32 
   -5.176      19.318 
   0           20 
   5.176001    19.318 
   10          17.32 
   14.142      14.142 
   17.32       10 
   19.318      5.176001 
   20          0 
   19.318     -5.176 
   17.32      -10 
   14.142     -14.142 
   10         -17.32 
   5.176001   -19.318 
   0          -20 
   -5.176     -19.318 
   -10        -17.32 
   -14.142    -14.142 
   -17.32     -10 
   -19.318    -5.176 
   -20         0 
   
  Path = 2
  Weight =  9.06 
  Factor = -1 
  Tag = 
  Points =  25 
   -18         0 
   -17.3862    4.6584 
   -15.588     9 
   -12.7278    12.7278 
   -9          15.588 
   -4.6584     17.3862 
   0           18 
   4.6584      17.3862 
   9           15.588 
   12.7278     12.7278 
   15.588      9 
   17.3862     4.6584 
   18          0 
   17.3862    -4.6584 
   15.588     -9 
   12.7278    -12.7278 
   9          -15.588 
   4.6584     -17.3862 
   0          -18 
   -4.6584    -17.3862 
   -9         -15.588 
   -12.7278   -12.7278 
   -15.588    -9 
   -17.3862   -4.6584 
   -18         0 
   
   
  CurveData =  0 
   
   
  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
 END TYPE = XSectionComposite

 TYPE = XSectionComposite
  CAPtion = Section3
  Units = US
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 36
  Emod = 29000
  TransBarsType = 
  Width = 24
  Height = 30
  CenterX = 0
  CenterY = 0
  Area = 245.5306
  Ixx = 25477.619140625
  Iyy = 17591.91015625
  Ixy = 0
  TorJ = 0
  SxxT = 0
  SxxB = 0
  SyyR = 0
  SyyL = 0
  Zx = 0
  Zy = 0
  Rx = 10.18654
  Ry = 8.464546

  TYPE = ShapeGeneral
   Caption = Structural Tubing
   Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Tube
   Is Hollow = Yes
   Is Champher = No
   Is Fillet = Yes
   Is Variable Flange = No
   Is Inclined Web = No
   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = Yes
   Use As Void = 0
   Main Material = Hot Rolled Steel
   Sub Material = ASTM A-36
   Material Type = 1
   Shape Factor = 1
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 0
   SteelFy = 36
   Emod = 29000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 2
  Nb = 3
  Nh = 1
  Ncord = 48
   
  Path Data
  1            24            1 
  25           48           -1 
   
  Horizontal Data
  B1=24
  B2=2
  B3=4
   
  Vertical Data
  H1=30
   
  X Data
  X1=0
  X2=0
  X3=0
  X4=B3-B3*0.924
  X5=B3-B3*0.707
  X6=B3-B3*0.383
  X7=B3
  X8=B1/2
  X9=B1-B3
  X10=B1-B3+B3*0.383
  X11=B1-B3+B3*0.707
  X12=B1-B3+B3*0.924
  X13=B1
  X14=B1
  X15=B1
  X16=B1-B3+B3*0.924
  X17=B1-B3+B3*0.707
  X18=B1-B3+B3*0.383
  X19=B1-B3
  X20=B1/2
  X21=B3
  X22=B3-B3*0.383
  X23=B3-B3*0.707
  X24=B3-B3*0.924
  X25=B2
  X26=B2
  X27=B2
  X28=B3-(B3-B2)*0.924
  X29=B3-(B3-B2)*0.707
  X30=B3-(B3-B2)*0.383
  X31=B3
  X32=B1/2
  X33=B1-B3
  X34=B1-B3+(B3-B2)*0.383
  X35=B1-B3+(B3-B2)*0.707
  X36=B1-B3+(B3-B2)*0.924
  X37=B1-B2
  X38=B1-B2
  X39=B1-B2
  X40=B1-B3+(B3-B2)*0.924
  X41=B1-B3+(B3-B2)*0.707
  X42=B1-B3+(B3-B2)*0.383
  X43=B1-B3
  X44=B1/2
  X45=B3
  X46=B3-(B3-B2)*0.383
  X47=B3-(B3-B2)*0.707
  X48=B3-(B3-B2)*0.924
   
  Y Data
  Y1=B3
  Y2=H1/2
  Y3=H1-B3
  Y4=H1-B3+B3*0.383
  Y5=H1-B3+B3*0.707
  Y6=H1-B3+B3*0.924
  Y7=H1
  Y8=H1
  Y9=H1
  Y10=H1-B3+B3*0.924
  Y11=H1-B3+B3*0.707
  Y12=H1-B3+B3*0.383
  Y13=H1-B3
  Y14=H1/2
  Y15=B3
  Y16=B3-B3*0.383
  Y17=B3-B3*0.707
  Y18=B3-B3*0.924
  Y19=0
  Y20=0
  Y21=0
  Y22=B3-B3*0.924
  Y23=B3-B3*0.707
  Y24=B3-B3*0.383
  Y25=B3
  Y26=H1/2
  Y27=H1-B3
  Y28=H1-B3+(B3-B2)*0.383
  Y29=H1-B3+(B3-B2)*0.707
  Y30=H1-B3+(B3-B2)*0.924
  Y31=H1-B3+(B3-B2)
  Y32=H1-B3+(B3-B2)
  Y33=H1-B3+(B3-B2)
  Y34=H1-B3+(B3-B2)*0.924
  Y35=H1-B3+(B3-B2)*0.707
  Y36=H1-B3+(B3-B2)*0.383
  Y37=H1-B3
  Y38=H1/2
  Y39=B3
  Y40=B3-(B3-B2)*0.383
  Y41=B3-(B3-B2)*0.707
  Y42=B3-(B3-B2)*0.924
  Y43=B3-(B3-B2)
  Y44=B3-(B3-B2)
  Y45=B3-(B3-B2)
  Y46=B3-(B3-B2)*0.924
  Y47=B3-(B3-B2)*0.707
  Y48=B3-(B3-B2)*0.383
   
  Horizontal Dimension
<Dimension Notations>
"                 C-bf","1","15","1"
"                 L-t","39","15","0.5H"
"                 C-r","1","21","-1"
   
  Vertical Dimension
<Dimension Notations>
"                 C-h","21","7","-1"
   
  Tessellation
  24
          1,2,26,25
          2,3,27,26
          3,4,28,27
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          12,13,37,36
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  Line X Data
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          Y9=H1-B2/2
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