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 = Metric
  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 = 4000
   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 = Gen1189
   Name = Gen2037
   Tag = 

   Type = Folders
    Caption = Gen2038
   End Type = Folders
   StrcutureFiles = 0
   ReportFiles = 0
  END TYPE = Folder
 End Type = Folders

 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 4000
  Fys = 2750
  fc=250
  TopCover=58.8233
  BotCover=200

 TYPE = StressStrainCurves
  TYPE = StressStrainCurve
   CAPtion = ACI-Whitney Rectangular
   CurveType = Concrete
   Editable = 0
   Multiplier = 0
   StressInFraction = -1
   DesignCode = ACI-318-99
   SSData = 4
               0             0 
               2.970001E-04                0 
               3.000001E-04                3.07971E-04 
               0.003         3.07971E-04 
  END TYPE = StressStrainCurve
  TYPE = StressStrainCurve
   CAPtion = PCA Parabola
   CurveType = Concrete
   Editable = 0
   Multiplier = 0
   StressInFraction = -1
   DesignCode = ACI-318-99
   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 = -1
   DesignCode = ACI-318-99
   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 = -1
   DesignCode = ACI-318-99
   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 = -1
   DesignCode = ACI-318-99
   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 = 4000
  Fu = 5500
  Fys = 2750
  Density = 7.8
  FyFactor = 1
  SSCurve = Elasto-Plastic
 END TYPE =RebarSet
END TYPE = Project

Type = XSectionsComposite

 TYPE = XSectionComposite
  CAPtion = Section1
  Units = Metric
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 2484
  Emod = 2001000
  TransBarsType = Ties
  Width = 15.27
  Height = 46.00088
  CenterX = -2.664535E-15
  CenterY = 2.923786
  Area = 76.42892
  Ixx = 25882.548828125
  Iyy = 725.767272949219
  Ixy = 0
  TorJ = 0
  SxxT = 1259.257
  SxxB = 1017.114
  SyyR = 95.05792
  SyyL = 95.05792
  Zx = 0
  Zy = 0
  Rx = 18.40241
  Ry = 3.081554

  TYPE = ShapeGeneral
   Caption = W18X35
   Category = Cross section
   Gen Shape Type = 0
   Basic Shape Type = Flanged
   Sub Shape Type = I
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   Is Fillet = No
   Is Variable Flange = No
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   Is Lipped = No
   Is Symmetrical = No
   Is Builtup = No
   Has Arcs = 
   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 = Metric
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
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   ConcreteFc = 0
   SteelFy = 2484
   Emod = 2001000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
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  Nh = 2
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  Path Data
  1            16            1 
   
  Horizontal Data
  B1=15.27
  B2=.7635
   
  Vertical Data
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  H2=1.081625
   
  X Data
  X1=0
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  Y Data
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<Dimension Notations>
"             C-bf","1","15","1"
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<Dimension Notations>
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  8
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  Line Data
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  6            7 
   
  Line X Data
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  Line Thickness
  2
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"             1","2","T2"
"             2","3","T2"
"             2","4","T1"
"             4","6","T1"
"             5","6","T2"
"             6","7","T2"
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  CurveData =  0 
   
   
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  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
   Is Hollow = No
   Is Champher = No
   Is Fillet = No
   Is Variable Flange = No
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   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
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   Attach Curve = False
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   Angle = 0
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<Dimension Notations>
"                C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
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  1
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  Line Data
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   -5.09       22.52324 
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   5.09        22.52324 
   -5.09       22.52324 
   
   
  CurveData =  0 
   
   
  TAG = 
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 TYPE = XSectionComposite
  CAPtion = Section2
  Units = Metric
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 2484
  Emod = 2001000
  TransBarsType = Ties
  Width = 45.81
  Height = 165.425
  CenterX = 0
  CenterY = -6.040404E-05
  Area = 450.1526
  Ixx = 2492383.75
  Iyy = 61169.08984375
  Ixy = 0
  TorJ = 0
  SxxT = 30133.08
  SxxB = 30133.12
  SyyR = 2670.556
  SyyL = 2670.556
  Zx = 0
  Zy = 0
  Rx = 74.40936
  Ry = 11.65698

  TYPE = ShapeGeneral
   Caption = Wide Flange Shape
   Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = I/Wide Flanged
   Is Hollow = No
   Is Champher = No
   Is Fillet = No
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   Is Lipped = No
   Is Symmetrical = Yes
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
   Main Material = Hot Rolled Steel
   Sub Material = ASTM A-36
   Material Type = 1
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   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
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  Control Data
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  Path Data
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  Vertical Data
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  X Data
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<Dimension Notations>
"                C-bf","1","15","1"
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<Dimension Notations>
"                C-h","1","7","-2"
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  8
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"                2","3","T2"
"                2","4","T1"
"                4","6","T1"
"                5","6","T2"
"                6","7","T2"
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  Prop Database=None
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  Paths =  1 
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 TYPE = XSectionComposite
  CAPtion = Section3
  Units = Metric
  Main Material = Concrete
  Sub Material = fc' = 250 kg/cm^2
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  SteelFy = 0
  Emod = 207000
  TransBarsType = Ties
  Width = 106.9281
  Height = 183.3326
  CenterX = 3.986917E-02
  CenterY = 3.478841
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  Iyy = 2585104.25
  Ixy = 0
  TorJ = 0
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  SyyR = 48388.24
  SyyL = 48316.17
  Zx = 0
  Zy = 0
  Rx = 66.19192
  Ry = 19.17664

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   Category = 
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   Sub Shape Type = General
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   Attach Curve = False
   Units = Metric
   DBUnits = 
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   Y0 = -88.93963
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   MirrorOnY = 0
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   SteelFy = 0
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  Control Data
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  Horizontal Data
   
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<Dimension Notations>
   
  Vertical Dimension
<Dimension Notations>
   
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 TYPE = XSectionComposite
  CAPtion = Section4
  Units = Metric
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 2484
  Emod = 2001000
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  TYPE = ShapeGeneral
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   Sub Shape Type = I
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  1            16            1 
   
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<Dimension Notations>
"             C-bf","1","15","1"
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<Dimension Notations>
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  8
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"             2","3","T2"
"             2","4","T1"
"             4","6","T1"
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  Tessellation
  8
             1,2,3,16
             3,13,16
             16,13,14,15
             3,4,12,13
             4,5,11,12
             6,7,8,5
             5,8,11
             11,8,9,10
   
  Line Data
  <Line Notation>
  6            7 
   
  Line X Data
             X1=0
             X2=B1/2
             X3=B1
             X4=B1/2
             X5=0
             X6=B1/2
             X7=B1
   
  Line Y Data
             Y1=H2/2
             Y2=H2/2
             Y3=H2/2
             Y4=H1/2
             Y5=H1-H2/2
             Y6=H1-H2/2
             Y7=H1-H2/2
   
  Line Thickness
  2
             T1=B2
             T2=H2
   
  Line Connectivity Data
  <Conectivity Notation>
"             1","2","T2"
"             2","3","T2"
"             2","4","T1"
"             4","6","T1"
"             5","6","T2"
"             6","7","T2"
  Prop From Database=Yes
  Prop Database=AISC Shapes.csf
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  Paths =  1 
  Path = 1
  Weight =  1 
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   -12.85225  -32.37238 
   -0.7253256 -32.37238 
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   12.85225    34.73927 
   12.85225    32.37242 
   0.7253249   32.37242 
   0.7253249   1.767771E-05 
   0.7253249  -32.37238 
   12.85225   -32.37238 
   12.85225   -34.73923 
   2.64331E-07              -34.73923 
   -12.85225  -34.73923 
   
   
  CurveData =  0 
   
   
  TAG = 
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  CAPtion = Section8
  Units = Metric
  Main Material = Concrete
  Sub Material = fc' = 250 kg/cm^2
  ConcreteFc = 172.5
  SteelFy = 0
  Emod = 207000
  TransBarsType = Ties
  Width = 50.9
  Height = 50.9
  CenterX = -0.4706511
  CenterY = 0.9413012
  Area = 1891.291
  Ixx = 498781.90625
  Iyy = 527223.5625
  Ixy = 3103.28979492188
  TorJ = 0
  SxxT = 20351.22
  SxxB = 18899.48
  SyyR = 20339.9
  SyyL = 21106.38
  Zx = 0
  Zy = 0
  Rx = 16.23963
  Ry = 16.69622

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
   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' = 25 N/mm^2
   Material Type = 0
   Shape Factor = 1
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = Metric
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 172.5
   SteelFy = 0
   Emod = 207000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=50.9
   
  Vertical Data
  H1=50.9
   
  X Data
  X1=0
  X2=0
  X3=B1
  X4=B1
   
  Y Data
  Y1=0
  Y2=H1
  Y3=H1
  Y4=0
   
  Horizontal Dimension
<Dimension Notations>
"                C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"                C-h","1","2","-1"
   
  Tessellation
  1
                  1/4
   
  Line Data
  <Line Notation>
  2            3 
   
  Line X Data
                  X1=B1/2
                  X2=B1/2
                  X3=B1/2
   
  Line Y Data
                  Y1=0
                  Y2=H1/2
                  Y3=H1
   
  Line Thickness
  1
                  T1=B1
   
  Line Connectivity Data
  <Conectivity Notation>
"                  1","2","T1"
"                  2","3","T1"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  5 
   -25.45     -25.45 
   -25.45      25.45 
   25.45       25.45 
   25.45      -25.45 
   -25.45     -25.45 
   
   
  CurveData =  0 
   
   
  TAG = 
  END TYPE = ShapeGeneral

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category = Cross Section
   Gen Shape Type = 1
   Basic Shape Type = Rectangular
   Sub Shape Type = Rectangular
   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 = -1
   Main Material = Concrete
   Sub Material = fc' = 25 N/mm^2
   Material Type = 0
   Shape Factor = 1
   StressStrain Curve = ACI-Whitney Rectangular
   Attach Curve = False
   Units = Metric
   DBUnits = US
   X0 = 1.2725
   Y0 = -2.545
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 172.5
   SteelFy = 0
   Emod = 207000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=22.905
   
  Vertical Data
  H1=30.54
   
  X Data
  X1=0
  X2=0
  X3=B1
  X4=B1
   
  Y Data
  Y1=0
  Y2=H1
  Y3=H1
  Y4=0
   
  Horizontal Dimension
<Dimension Notations>
"                C-b","2","3","1"
   
  Vertical Dimension
<Dimension Notations>
"                C-h","1","2","-1"
   
  Tessellation
  1
                  1/4
   
  Line Data
  <Line Notation>
  2            3 
   
  Line X Data
                  X1=B1/2
                  X2=B1/2
                  X3=B1/2
   
  Line Y Data
                  Y1=0
                  Y2=H1/2
                  Y3=H1
   
  Line Thickness
  1
                  T1=B1
   
  Line Connectivity Data
  <Conectivity Notation>
"                  1","2","T1"
"                  2","3","T1"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  5 
   -10.18     -17.815 
   -10.18      12.725 
   12.725      12.725 
   12.725     -17.815 
   -10.18     -17.815 
   
   
  CurveData =  0 
   
   
  TAG = 
  END TYPE = ShapeGeneral
  Tag = 
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 TYPE = XSectionComposite
  CAPtion = Section9
  Units = Metric
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 2484
  Emod = 2001000
  TransBarsType = Ties
  Width = 30.54
  Height = 20.36
  CenterX = -2.649094E-07
  CenterY = -2.185013E-06
  Area = 88.08755
  Ixx = 3725.32524052691
  Iyy = -3.77250827837446E-10
  Ixy = 0
  TorJ = 0
  SxxT = 264.2518
  SxxB = 590.8553
  SyyR = 199.5255
  SyyL = 199.5255
  Zx = 0
  Zy = 0
  Rx = 6.503166
  Ry = 0

  TYPE = ShapeGeneral
   Caption = 2L8X6X1/2LLBB
   Category = Cross section
   Gen Shape Type = 0
   Basic Shape Type = Flanged
   Sub Shape Type = LL
   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 = 
   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 = Metric
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 0
   SteelFy = 2484
   Emod = 2001000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0.75
   
  Control Data
  Np = 2
  Nb = 3
  Nh = 1
  Ncord = 20
   
  Path Data
  1            10            1 
  11           20            1 
   
  Horizontal Data
  B1=15.27
  B2=1.2725
  B3=0
   
  Vertical Data
  H1=20.36
   
  X Data
  X1=0+B1+B3
  X2=0+B1+B3
  X3=0+B1+B3
  X4=B2+B1+B3
  X5=B2+B1+B3
  X6=B2+B1+B3
  X7=B2+(B1-B2)/2+B1+B3
  X8=B1+B1+B3
  X9=B1+B1+B3
  X10=B1/2+B1+B3
  X11=B1/2
  X12=0
  X13=0
  X14=(B1-B2)/2
  X15=B1-B2
  X16=B1-B2
  X17=B1-B2
  X18=B1
  X19=B1
  X20=B1
   
  Y Data
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  Y2=H1/2
  Y3=H1
  Y4=H1
  Y5=B2+(H1-B2)/2
  Y6=B2
  Y7=B2
  Y8=B2
  Y9=0
  Y10=0
  Y11=0
  Y12=0
  Y13=B2
  Y14=B2
  Y15=B2
  Y16=B2+(H1-B2)/2
  Y17=H1
  Y18=H1
  Y19=H1/2
  Y20=0
   
  Horizontal Dimension
<Dimension Notations>
"             C-bf","12","20","1"
"             L-t","17","18","0.6H"
"             R-Gap","20","1","-1"
   
  Vertical Dimension
<Dimension Notations>
"             C-h","1","3","-2"
   
  Tessellation
  8
             1,2,5,6
             2,3,4,5
             1,6,7,10
             10,7,8,9
             12,13,14,11
             11,14,15,20
             15,16,19,20
             16,17,18,19
   
  Line Data
  <Line Notation>
  8            10 
   
  Line X Data
             X1=B2/2+B1+B3
             X2=B2/2+B1+B3
             X3=B2/2+B1+B3
             X4=B1/2+B1+B3
             X5=B1+B1+B3
             X6=0
             X7=B1/2
             X8=B1-B2/2
             X9=B1-B2/2
             X10=B1-B2/2
   
  Line Y Data
             Y1=H1
             Y2=H1/2
             Y3=B2/2
             Y4=B2/2
             Y5=B2/2
             Y6=B2/2
             Y7=B2/2
             Y8=B2/2
             Y9=H1/2
             Y10=H1
   
  Line Thickness
  2
             T1=B2
             T2=B2
   
  Line Connectivity Data
  <Conectivity Notation>
"             1","2","T1"
"             2","3","T1"
"             3","4","T2"
"             4","5","T2"
"             6","7","T2"
"             7","8","T2"
"             8","9","T1"
"             9","10","T1"
  Prop From Database=Yes
  Prop Database=AISC Shapes.csf
  Prop Record No=289158
   
  Paths =  2 
  Path = 1
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  11 
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   0           3.888195 
   0           14.06819 
   1.2725      14.06819 
   1.2725      4.524445 
   1.2725     -5.019306 
   8.27125    -5.019306 
   15.27      -5.019306 
   15.27      -6.291806 
   7.635      -6.291806 
   0          -6.291806 
   
  Path = 2
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  11 
   -7.635     -6.291806 
   -15.27     -6.291806 
   -15.27     -5.019306 
   -8.27125   -5.019306 
   -1.2725    -5.019306 
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   0           14.06819 
   0           3.888195 
   0          -6.291806 
   -7.635     -6.291806 
   
   
  CurveData =  0 
   
   
  TAG = 
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  Tag = 
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 TYPE = XSectionComposite
  CAPtion = Section10
  Units = Metric
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 2484
  Emod = 2001000
  TransBarsType = Ties
  Width = 6.0571
  Height = 6.0571
  CenterX = -2.384186E-07
  CenterY = -2.384186E-07
  Area = 6.930417
  Ixx = 27.9399387038257
  Iyy = 27.9399387038257
  Ixy = 0
  TorJ = 0
  SxxT = 9.332554
  SxxB = 9.332554
  SyyR = 9.332554
  SyyL = 9.332554
  Zx = 0
  Zy = 0
  Rx = 2.007858
  Ry = 2.007858

  TYPE = ShapeGeneral
   Caption = PIPE2SCH40
   Category = Cross section
   Gen Shape Type = 0
   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 = No
   Is Builtup = No
   Has Arcs = 
   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 = Metric
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 0
   SteelFy = 2484
   Emod = 2001000
   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=6.0571
  B2=.394475
   
  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=B1/2-(B1/2-B2/2)*0.9659
     X3=B1/2-(B1/2-B2/2)*0.8660
     X4=B1/2-(B1/2-B2/2)*0.7071
     X5=B1/2-(B1/2-B2/2)*0.5
     X6=B1/2-(B1/2-B2/2)*0.2588
     X7=B1/2
     X8=B1/2+(B1/2-B2/2)*0.2588
     X9=B1/2+(B1/2-B2/2)*0.5
     X10=B1/2+(B1/2-B2/2)*0.7071
     X11=B1/2+(B1/2-B2/2)*0.8660
     X12=B1/2+(B1/2-B2/2)*0.9659
     X13=B1/2+(B1/2-B2/2)
     X14=B1/2+(B1/2-B2/2)*0.9659
     X15=B1/2+(B1/2-B2/2)*0.8660
     X16=B1/2+(B1/2-B2/2)*0.7071
     X17=B1/2+(B1/2-B2/2)*0.5
     X18=B1/2+(B1/2-B2/2)*0.2588
     X19=B1/2
     X20=B1/2-(B1/2-B2/2)*0.2588
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   Shape Factor = 1
   StressStrain Curve = 
   Attach Curve = False
   Units = Metric
   DBUnits = 
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   Y0 = -25.45
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 250
   SteelFy = 0
   Emod = 240000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
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  Nb = 0
  Nh = 0
  Ncord = 0
   
  Path Data
   
  Horizontal Data
   
  Vertical Data
   
  X Data
   
  Y Data
   
  Horizontal Dimension
<Dimension Notations>
   
  Vertical Dimension
<Dimension Notations>
   
  Tessellation
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  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
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  Units = Metric
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 2484
  Emod = 2001000
  TransBarsType = Ties
  Width = 104.345
  Height = 76.35
  CenterX = -2.01261E-06
  CenterY = 4.348341
  Area = 816.1057
  Ixx = 217160.390625
  Iyy = 495671.875
  Ixy = 0
  TorJ = 0
  SxxT = 4868.724
  SxxB = 6840.375
  SyyR = 9500.635
  SyyL = 9500.636
  Zx = 0
  Zy = 0
  Rx = 16.31237
  Ry = 24.64472

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   Sub Shape Type = Double Angle
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   Is Variable Flange = No
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   Is Symmetrical = No
   Is Builtup = No
   Has Arcs = No
   Use As Void = 0
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   Sub Material = ASTM A-36
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  Horizontal Data
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  Vertical Data
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  X Data
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  X2=0+B1+B3
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  X5=B2+B1+B3
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  X15=B1-B2
  X16=B1-B2
  X17=B1-B2
  X18=B1
  X19=B1
  X20=B1
   
  Y Data
  Y1=0
  Y2=H1/2
  Y3=H1
  Y4=H1
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  Y6=B2
  Y7=B2
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  Y16=B2+(H1-B2)/2
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<Dimension Notations>
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  Vertical Dimension
<Dimension Notations>
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            1,6,7,10
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            11,14,15,20
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            Y6=B2/2
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  Line Thickness
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   Is Champher = No
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  Path Data
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  Vertical Data
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  X Data
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  Horizontal Dimension
<Dimension Notations>
"                C-bf","1","13","1"
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  Vertical Dimension
<Dimension Notations>
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                Y3=H2/2
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                Y5=H1-H2/2
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  Line Thickness
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"                4","5","T1"
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  Prop From Database=No
  Prop Database=None
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  Paths =  1 
  Path = 1
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  Tag = 
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   38.175     -1.948518 
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  CurveData =  0 
   
   
  TAG = 
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