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
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 END TYPE = DesignCriteria

 Type = Folders
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  TYPE = Folder
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   Type = Folders
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 TYPE = MaterailModelRCC
  CAPtion = Concrete Materal Model
  Fy = 60
  Fys = 40
  fc=3
  TopCover=23.11328
  BotCover=78.58546

 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                3.07971E-04 
               0.003         3.07971E-04 
  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 
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  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 
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               0.003         0.85 
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  TYPE = StressStrainCurve
   CAPtion = User Concrete Curve-2
   CurveType = Concrete
   Editable = -1
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   DesignCode = 0
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               0.0003        0 
               0.0003        0.85 
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  TYPE = StressStrainCurve
   CAPtion = User Concrete Curve-3
   CurveType = Concrete
   Editable = -1
   Multiplier = 0
   StressInFraction = 0
   DesignCode = 0
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               0             0 
               0.0003        0 
               0.0003        0.85 
               0.003         0.85 
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 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 = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 36
  Emod = 29000
  TransBarsType = Ties
  Width = 6
  Height = 18.075
  CenterX = 0
  CenterY = 1.148834
  Area = 11.8
  Ixx = 616.958190917969
  Iyy = 17.2999992370605
  Ixy = 0
  TorJ = 0
  SxxT = 76.39251
  SxxB = 61.70297
  SyyR = 5.766667
  SyyL = 5.766667
  Zx = 0
  Zy = 0
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  Ry = 1.210827

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 TYPE = XSectionComposite
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  Vertical Dimension
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"                   6","7","T2"
  Prop From Database=Yes
  Prop Database=AISC Shapes.csf
  Prop Record No=25699
   
  Paths =  1 
  Path = 1
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   -5.05      -13.64999 
   -5.05      -12.71999 
   -0.2850003 -12.71999 
   -0.2850003  5.722046E-06 
   -0.2850003  12.72001 
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   0           13.65001 
   5.05        13.65001 
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   0.2849998   12.72001 
   0.2849998   5.722046E-06 
   0.2849998  -12.71999 
   5.05       -12.71999 
   5.05       -13.64999 
   0          -13.64999 
   -5.05      -13.64999 
   
   
  CurveData =  0 
   
   
  TAG = 
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 TYPE = XSectionComposite
  CAPtion = Section8
  Units = US
  Main Material = Concrete
  Sub Material = fc' = 25 N/mm^2
  ConcreteFc = 2.5
  SteelFy = 0
  Emod = 3000
  TransBarsType = Ties
  Width = 20
  Height = 20
  CenterX = -0.1849315
  CenterY = 0.369863
  Area = 292
  Ixx = 11889.3876953125
  Iyy = 12567.3466796875
  Ixy = 73.9726028442383
  TorJ = 0
  SxxT = 1234.602
  SxxB = 1146.533
  SyyR = 1233.916
  SyyL = 1280.414
  Zx = 0
  Zy = 0
  Rx = 6.380994
  Ry = 6.560401

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category =    Category =    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
   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 = US
   DBUnits = US
   X0 = 0
   Y0 = 0
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 2.5
   SteelFy = 0
   Emod = 3000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=20
   
  Vertical Data
  H1=20
   
  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        -10 
   -10         10 
   10          10 
   10         -10 
   -10        -10 
   
   
  CurveData =  0 
   
   
  TAG = 
  END TYPE = ShapeGeneral

  TYPE = ShapeGeneral
   Caption = Rectangular Shape
   Category =    Category =    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
   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 = US
   DBUnits = US
   X0 = 0.5
   Y0 = -1
   Angle = 0
   MirrorOnX = 0
   MirrorOnY = 0
   TopOrder = 0
   ConcreteFc = 2.5
   SteelFy = 0
   Emod = 3000
   FilletR1 = 0
   FilletR2 = 0
   DimGap = 0
   
  Control Data
  Np = 1
  Nb = 1
  Nh = 1
  Ncord = 4
   
  Path Data
  1            4             1 
   
  Horizontal Data
  B1=9
   
  Vertical Data
  H1=12
   
  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 
   -4         -7 
   -4          5 
   5           5 
   5          -7 
   -4         -7 
   
   
  CurveData =  0 
   
   
  TAG = 
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  Tag = 
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 TYPE = XSectionComposite
  CAPtion = Section9
  Units = US
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 36
  Emod = 29000
  TransBarsType = Ties
  Width = 12
  Height = 8
  CenterX = 0
  CenterY = -1.059638E-07
  Area = 13.6
  Ixx = 88.8000030517578
  Iyy = 1.69668887823611E-13
  Ixy = 0
  TorJ = 0
  SxxT = 16.03078
  SxxB = 35.8441
  SyyR = 12.10417
  SyyL = 12.10417
  Zx = 0
  Zy = 0
  Rx = 2.555271
  Ry = 1.116945E-07

  TYPE = ShapeGeneral
   Caption = 2L8X6X1/2LLBB
   Category =    Category =    Category =    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 = 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 = 0.75
   
  Control Data
  Np = 2
  Nb = 3
  Nh = 1
  Ncord = 20
   
  Path Data
  1            10            1 
  11           20            1 
   
  Horizontal Data
  B1=6
  B2=.5
  B3=0
   
  Vertical Data
  H1=8
   
  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
  Y1=0
  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 
   0          -2.472222 
   0           1.527778 
   0           5.527778 
   0.5         5.527778 
   0.5         1.777778 
   0.5        -1.972222 
   3.25       -1.972222 
   6          -1.972222 
   6          -2.472222 
   3          -2.472222 
   0          -2.472222 
   
  Path = 2
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  11 
   -3         -2.472222 
   -6         -2.472222 
   -6         -1.972222 
   -3.25      -1.972222 
   -0.5       -1.972222 
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   -0.5        5.527778 
   0           5.527778 
   0           1.527778 
   0          -2.472222 
   -3         -2.472222 
   
   
  CurveData =  0 
   
   
  TAG = 
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  Tag = 
 END TYPE = XSectionComposite

 TYPE = XSectionComposite
  CAPtion = Section10
  Units = US
  Main Material = Hot Rolled Steel
  Sub Material = ASTM A-36
  ConcreteFc = 0
  SteelFy = 36
  Emod = 29000
  TransBarsType = Ties
  Width = 2.38
  Height = 2.38
  CenterX = 0
  CenterY = 0
  Area = 1.07
  Ixx = 0.666000008583069
  Iyy = 0.666000008583069
  Ixy = 0
  TorJ = 0
  SxxT = 0.5661573
  SxxB = 0.5661573
  SyyR = 0.5661573
  SyyL = 0.5661573
  Zx = 0
  Zy = 0
  Rx = 0.7889423
  Ry = 0.7889423

  TYPE = ShapeGeneral
   Caption = PIPE2SCH40
   Category =    Category =    Category =    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 = 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=2.38
  B2=.155
   
  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
           X21=B1/2-(B1/2-B2/2)*0.5
           X22=B1/2-(B1/2-B2/2)*0.7071
           X23=B1/2-(B1/2-B2/2)*0.8660
           X24=B1/2-(B1/2-B2/2)*0.9659
   
  Line Y Data
           Y1=B1/2
           Y2=B1/2+(B1/2-B2/2)*0.2588
           Y3=B1/2+(B1/2-B2/2)*0.5
           Y4=B1/2+(B1/2-B2/2)*0.7071
           Y5=B1/2+(B1/2-B2/2)*0.8660
           Y6=B1/2+(B1/2-B2/2)*0.9659
           Y7=B1/2+(B1/2-B2/2)
           Y8=B1/2+(B1/2-B2/2)*0.9659
           Y9=B1/2+(B1/2-B2/2)*0.8660
           Y10=B1/2+(B1/2-B2/2)*0.7071
           Y11=B1/2+(B1/2-B2/2)*0.5
           Y12=B1/2+(B1/2-B2/2)*0.2588
           Y13=B1/2
           Y14=B1/2-(B1/2-B2/2)*0.2588
           Y15=B1/2-(B1/2-B2/2)*0.5
           Y16=B1/2-(B1/2-B2/2)*0.7071
           Y17=B1/2-(B1/2-B2/2)*0.8660
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  X Data
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  Zy = 0
  Rx = 6.409576
  Ry = 9.683586

  TYPE = ShapeGeneral
   Caption = Double L Shape
   Category =    Category =    Category =    Category = Cross section
   Gen Shape Type = 1
   Basic Shape Type = Flanged
   Sub Shape Type = Double 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 = 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 = 4.606171
   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 = 20
   
  Path Data
  1            10            1 
  11           20            1 
   
  Horizontal Data
  B1=20
  B2=1
  B3=1
   
  Vertical Data
  H1=20
   
  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
  Y1=0
  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"
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  Prop Database=None
  Prop Record No=0
   
  Paths =  2 
  Path = 1
  Weight =  1 
  Factor =  1 
  Tag = 
  Points =  11 
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   0.5         19.23438 
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   11          0.2343764 
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   10.5       -0.7656236 
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  CurveData =  0 
   
   
  TAG = 
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  TYPE = ShapeGeneral
   Caption = Channel Shape
   Category =    Category =    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 = 1
   StressStrain Curve = Elasto-Plastic
   Attach Curve = False
   Units = US
   DBUnits = US
   X0 = 0
   Y0 = -3
   Angle = 90
   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=10
  B2=1
   
  Vertical Data
  H1=30
  H2=1
   
  X Data
  X1=0
  X2=0
  X3=0
  X4=B1/2
  X5=B1
  X6=B1
  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
  Y2=H1/2
  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"
   
  Tessellation
  6
                      1,2,9,10
                      2,3,8,9
                      3,4,7,8
                      4,5,6,7
                      1,10,11,14
                      14,11,12,13
   
  Line Data
  <Line Notation>
  6            7 
   
  Line X Data
                      X1=B1
                      X2=B1/2
                      X3=B2/2
                      X4=B2/2
                      X5=B2/2
                      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"
"                      3","4","T1"
"                      4","5","T1"
"                      5","6","T2"
"                      6","7","T2"
  Prop From Database=No
  Prop Database=None
  Prop Record No=0
   
  Paths =  1 
  Path = 1
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  Tag = 
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  CurveData =  0 
   
   
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