Caption = DIN Shapes (SI) Editable = False ------------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = UNP 30-300 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 4 Nh = 1 Ncord = 20 Path Data 1,20,1 Horizontal Data B1=5 B2=1 B3=.5 B4=.3 Vertical Data H1=10 X Data X1=0 X2=B1 X3=B1 X4=B1-B4*0.1210 X5=B1-B4*0.4546 X6=B1-B4*0.9203 X7=B2+B3*0.9203 X8=B2+B3*0.4645 X9=B2+B3*0.1210 X10=B2 X11=B2 X12=B2+B3*0.1210 X13=B2+B3*0.4645 X14=B2+B3*0.9203 X15=B1-B4*0.9203 X16=B1-B4*0.4546 X17=B1-B4*0.1210 X18=B1 X19=B1 X20=0 Y Data Y1=0 Y2=0 Y3=B3-B1*0.04-B4*0.9232 Y4=B3-B1*0.04-B4*0.4464 Y5=B3-B1*0.04-B4*0.0850 Y6=B3-B1*0.04+B4*0.0736 Y7=B3*0.9264+B1*0.04-B2*0.08 Y8=B3*1.0850+B1*0.04-B2*0.08 Y9=B3*1.4464+B1*0.04-B2*0.08 Y10=B3*1.9232+B1*0.04-B2*0.08 Y11=H1-B3*1.9232-B1*0.04+B2*0.08 Y12=H1-B3*1.4464-B1*0.04+B2*0.08 Y13=H1-B3*1.0850-B1*0.04+B2*0.08 Y14=H1-B3*0.9264-B1*0.04+B2*0.08 Y15=H1-B3+B1*0.04-B4*0.0736 Y16=H1-B3+B1*0.04+B4*0.0850 Y17=H1-B3+B1*0.04+B4*0.4464 Y18=H1-B3+B1*0.04+B4*0.9232 Y19=H1 Y20=H1 Horizontal Dimension " C-b","1","2","1" " R-ts","20","12","0.5H" " R-r1","11","14","0.1H" " R-r2","12","15",".9H" Vertical Dimension " C-h","1","20","-1" Sub Shapes 20 Captions=UNP30x15,UNP30,UNP40x20,UNP40,UNP50x25,UNP50,UNP60,UNP65,UNP80,UNP100,UNP120,UNP140,UNP160,UNP180,UNP200,UNP220,UNP240,UNP260,UNP280,UNP300 B1=15,33,20,35,25,38,30,42,45,50,55,60,65,70,75,80,85,90,95,100 B2=4,5,5,5,5,5,6,5.5,6,6,7,7,7.5,8,8.5,9,9.5,10,10,10 B3=4.5,7,5.5,7,6,7,6,7.5,8,8.5,9,10,10.5,11,11.5,12.5,13,14,15,16 B4=2,3.5,2.5,3.5,3,3.5,3,4,4,4.5,4.5,5,5.5,5.5,6,6.5,6.5,7,7.5,8 H1=30,30,40,40,50,50,60,65,80,100,120,140,160,180,200,220,240,260,280,300 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = UAP 90-300 Category = Cross section Gen Shape Type = 1 Basic Shape Type = Flanged Sub Shape Type = No 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 Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 16 Path Data 1,16,1 Horizontal Data B1=10 B2=1 B3=0.5 Vertical Data H1=20 H2=1 X Data X1=0 X2=0 X3=B1 X4=B1 X5=B2+B3 X6=B2+B3*0.6173 X7=B2+B3*0.2929 X8=B2+B3*0.0761 X9=B2 X10=B2 X11=B2+B3*0.0761 X12=B2+B3*0.2929 X13=B2+B3*0.6173 X14=B2+B3 X15=B1 X16=B1 Y Data Y1=0 Y2=H1 Y3=H1 Y4=H1-H2 Y5=H1-H2 Y6=H1-H2-B3*0.0761 Y7=H1-H2-B3*0.2929 Y8=H1-H2-B3*0.6173 Y9=H1-H2-B3 Y10=H2+B3 Y11=H2+B3*0.6173 Y12=H2+B3*0.2929 Y13=H2+B3*0.0761 Y14=H2 Y15=H2 Y16=0 Horizontal Dimension " C-b","16","2","-1" " C-ts","2","9","0.5H" " R-r","10","14","1" Vertical Dimension " C-h","1","2","-1" " C-tg","15","16","1" Sub Shapes 9 Captions=UAP80,UAP100,UAP130,UAP150,UAP175,UAP200,UAP220,UAP250,UAP300 B1=45,50,55,65,70,75,80,85,100 B2=5,5.5,6,7,7.5,8,8,9,9.5 B3=8,8.5,9.5,10.25,10.75,11.5,12.5,13.5,16 H1=80,100,130,150,175,200,220,250,300 H2=8,8.5,9.5,10.25,10.75,11.5,12.5,13.5,16 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = UPE 80-400 Category = Cross section Gen Shape Type = 1 Basic Shape Type = Flanged Sub Shape Type = No 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 Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 16 Path Data 1,16,1 Horizontal Data B1=10 B2=1 B3=0.5 Vertical Data H1=20 H2=1 X Data X1=0 X2=0 X3=B1 X4=B1 X5=B2+B3 X6=B2+B3*0.6173 X7=B2+B3*0.2929 X8=B2+B3*0.0761 X9=B2 X10=B2 X11=B2+B3*0.0761 X12=B2+B3*0.2929 X13=B2+B3*0.6173 X14=B2+B3 X15=B1 X16=B1 Y Data Y1=0 Y2=H1 Y3=H1 Y4=H1-H2 Y5=H1-H2 Y6=H1-H2-B3*0.0761 Y7=H1-H2-B3*0.2929 Y8=H1-H2-B3*0.6173 Y9=H1-H2-B3 Y10=H2+B3 Y11=H2+B3*0.6173 Y12=H2+B3*0.2929 Y13=H2+B3*0.0761 Y14=H2 Y15=H2 Y16=0 Horizontal Dimension " C-b","16","2","-1" " C-ts","2","9","0.5H" " R-r","10","14","1" Vertical Dimension " C-h","1","2","-1" " C-tg","15","16","1" Sub Shapes 14 Captions=UPE80,UPE100,UPE120,UPE140,UPE160,UPE180,UPE200,UPE220,UPE240,UPE270,UPE300,UPE330,UPE360,UPE400 B1=50,55,60,65,70,75,80,85,90,95,100,105,110,115 B2=4,4.5,5,5,5.5,5.5,6,6.5,7,7.5,9.5,11,12,13.5 B3=10,10,12,12,12,12,13,13,15,15,15,18,18,18 H1=80,100,120,140,160,180,200,220,240,270,300,330,360,400 H2=7,7.5,8,9,9.5,10.5,11,12,12.5,13.5,15,16,17,18 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPE 80-600 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 18 Captions=IPE80,IPE100,IPE120,IPE140,IPE160,IPE180,IPE200,IPE220,IPE240,IPE270,IPE300,IPE330,IPE360,IPE400,IPE450,IPE500,IPE550,IPE600 B1=46,55,64,73,82,91,100,110,120,135,150,160,170,180,190,200,210,220 B2=3.8,4.1,4.4,4.7,5,5.3,5.6,5.9,6.2,6.6,7.1,7.5,8,8.6,9.4,10.2,11.1,12.0 B3=5,7,7,7,9,9,12,12,15,15,15,18,18,21,21,21,24,24 H1=80,100,120,140,160,180,200,220,240,270,300,330,360,400,450,500,550,600 H2=5.2,5.7,6.3,6.9,7.4,8.0,8.5,9.2,9.8,10.2,10.7,11.5,12.7,13.5,14.6,16,17.2,19.0 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPEo,IPEv 180-600 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 18 Captions=IPEo180,IPEo200,IPEo220,IPEo240,IPEo270,IPEo300,IPEo330,IPEo360,IPEo400,IPEv400,IPEo450,IPEv450,IPEo500,IPEv500,IPEo550,IPEv550,IPEo600,IPEv600 B1=92,102,112,122,136,152,162,172,182,182,192,194,202,204,212,216,224,228 B2=6,6.2,6.6,7,7.5,8,8.5,9.2,9.7,10.6,11,12.4,12,14.2,12.7,17.1,15.0,18.0 B3=9,12,12,15,15,15,18,18,21,21,21,21,21,21,24,24,24,24 H1=182,202,222,242,274,304,334,364,404,408,456,460,506,514,556,566,610,618 H2=9,9.5,10.2,10.8,12.2,12.7,13.5,14.7,15.5,17.5,17.6,19.6,19,23,20.2,25.2,24.0,28.0 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPEa 80-600 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=12 B2=.75 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 18 Captions=IPEa80,IPEa100,IPEa120,IPEa140,IPEa160,IPEa180,IPEa200,IPEa220,IPEa240,IPEa270,IPEa300,IPEa330,IPEa360,IPEa400,IPEa450,IPEa500,IPEa550,IPEa600 B1=46,55,64,73,82,91,100,110,120,135,150,160,170,180,190,200,210,220 B2=3.3,3.6,3.8,3.8,4,4.3,4.5,5,5.2,5.5,6.1,6.5,6.6,7,7.6,8.4,9,9.8 B3=5,7,7,7,7,9,12,12,15,15,15,18,18,21,21,21,24,24 H1=78,98,117.6,137.4,157,177,197,217,237,267,297,327,357.6,397,447,497,547,597 H2=4.2,4.7,5.1,5.6,5.9,6.5,7,7.7,8.3,8.7,9.2,10,11.5,12,13.1,14.5,15.7,17.5 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPBII 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 24 Captions=IPBII100,IPBII120,IPBII140,IPBII160,IPBII180,IPBII200,IPBII220,IPBII240,IPBII260,IPBII280,IPBII300,IPBII320,IPBII340,IPBII360,IPBII400,IPBII450,IPBII500,IPBII550,IPBII600,IPBII650,IPBI700,IPBI800,IPBI900,IPBI1000 B1=100,120,140,160,180,200,220,240,260,280,300,300,300,300,300,300,300,300,300,300,300,300,300,300 B2=4.2,4.2,4.3,4.5,5,5.5,6,6.5,6.5,7,7.5,8,8.5,9,9.5,10,10.5,11.5,12,12.5,13,14,15,16 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=91,109,18,148,167,186,205,224,244,264,283,301,320,339,378,425,472,522,571,620,670,770,870,970 H2=5.5,5.5,6,7,7.5,8,8.5,9,9.5,10,10.5,11,11.5,12,13,13.5,14,15,15.5,16,17,18,20,21 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPBI 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 24 Captions=IPBI100,IPBI120,IPBI140,IPBI160,IPBI180,IPBI200,IPBI220,IPBI240,IPBI260,IPBI280,IPBI300,IPBI320,IPBI340,IPBI360,IPBI400,IPBI450,IPBI500,IPBI550,IPBI600,IPBI650,IPBI700,IPBI800,IPBI900,IPBI1000 B1=100,120,140,160,180,200,220,240,260,280,300,300,300,300,300,300,300,300,300,300,300,300,300,300 B2=5,5,5.5,6,6,6.5,7,7.5,7.5,8,8.5,9,9.5,10,11,11.5,12,12.5,13,13.5,14.5,15,16,16.5 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=96,114,133,152,171,190,210,230,250,270,290,310,330,350,390,440,490,540,590,640,690,790,890,990 H2=8,8,8.5,9,9.5,10,11,12,12.5,13,14,15.5,16.5,17.5,19,21,23,24,25,26,27,28,30,31 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPB 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 24 Captions=IPB100,IPB120,IPB140,IPB160,IPB180,IPB200,IPB220,IPB240,IPB260,IPB280,IPB300,IPB320,IPB340,IPB360,IPB400,IPB450,IPB500,IPB550,IPB600,IPB650,IPB700,IPB800,IPB900,IPB1000 B1=100,120,140,160,180,200,220,240,260,280,300,300,300,300,300,300,300,300,300,300,300,300,300,300 B2=6,6.5,7,8,8.5,9,9.5,10,10,10.5,11,11.5,12,12.5,13.5,14,14.5,15,15.5,16,17,17.5,18.5,19 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=100,120,140,160,180,200,220,240,260,280,300,320,340,360,400,450,500,550,600,650,700,800,900,1000 H2=10,11,12,13,14,15,16,17,17.5,18,19,20.5,21.5,22.5,24,26,28,29,30,31,32,33,35,36 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = IPBv 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 25 Captions=IPBv100,IPBv120,IPBv140,IPBv160,IPBv180,IPBv200,IPBv220,IPBv240,IPBv260,IPBv280,IPBv300,IPBv320/305,IPBv320,IPBv340,IPBv360,IPBv400,IPBv450,IPBv500,IPBv550,IPBv600,IPBv650,IPBv700,IPBv800,IPBv900,IPBv1000 B1=106,126,146,166,186,206,226,248,268,288,310,305,309,309,308,307,307,306,306,305,305,304,303,302,302 B2=12,12.5,13,14,14.5,15,15.5,18,18,18.5,21,16,21,21,21,21,21,21,21,21,21,21,21,21,21 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=120,140,160,180,200,220,240,270,290,310,340,320,359,377,395,432,478,524,572,620,668,716,814,910,1008 H2=20,21,22,23,24,25,26,32,32.5,33,29,39,40,40,40,40,40,40,40,40,40,40,40,40,40 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = HE 400-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 20 Captions=HE400x299,HE400x347,HE450x312,HE450x368,HE500x320,HE500x379,HE550x330,HE550x393,HE550x330,HE550x393,HE600x340,HE600x402,HE650x347,HE650x410,HE700x356,HE700x421,HE800x377,HE800x448,HE900x396,HE900x471,HE1000x415,HE1000x494 B1=309,313,310,314,309,314,309,313,309,313,308,313,307,312,306,311,306,311,305,310,304,309 B2=25.5,29.5,26.5,31,26.5,31,26.5,30.5,26.5,30.5,26.5,31,26,30.5,26,30.5,26,31,26,31,26,31 B3=27,27,27,27,27,27,27,27,27,27,27,27,27,27,30,30,30,30,30,30 H1=444,458,490,506,536,552,584,602,584,602,632,648,680,696,728,744,826,842,922,938,1020,1036 H2=46,53,46,54,46,54,46,55,46,54,46,54,46,54,46,54,46,54,46,54 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = HD/260-320 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 37 Captions=HD260x54.1,HD260x68.2,HD260x93,HD260x114,HD260x142,HD260x172,HD320x74.2,HD320x97.6,HD320x127,HD320x158,HD320x198,HD320x245,HD360x134,HD360x147,HD360x162,HD360x179,HD360x196,HD400x187,HD400x216,HD400x237,HD400x262,HD400x287,HD400x314,HD400x347,HD400x382,HD400x421,HD400x463,HD400x509,HD400x551,HD400x592,HD400x634,HD400x677,HD400x744,HD400x818,HD400x900,HD400x990,HD400x1086 B1=260,260,260,262,265,268,300,300,300,303,306,309,369,369,370,371,373,374,391,394,395,398,399,401,404,406,409,412,416,418,421,424,428,432,437,442,448,454 B2=6.5,7.5,10,12.5,15.5,18,8,9,11.5,14.5,18,21,11.2,12.3,13.3,15,16.4,15,17.3,18.9,21.1,22.6,24.9,27.2,29.8,32.8,35.8,39.1,42,45,47.6,51.2,55.6,60.5,65.9,71.9,78 B3=24,24,24,24,24,24,27,27,27,27,27,27,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15,15 H1=244,250,260,268,278,290,301,310,320,330,343,359,356,356,360,364,368,372,368,375,380,387,393,399,407,416,425,435,446,455,465,474,483,498,514,531,550,569 H2=9.5,12.5,17.5,21.5,26.5,32.5,11,15.5,20.5,25.5,32,40,18,19.8,21.8,23.9,26.2,24,27.7,30.2,33.3,36.6,39.6,43.7,48,52.6,57.4,62.7,67.6,72.3,77.1,81.5,88.9,97,106,115,125 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = HP 220-400 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 28 Path Data 1,28,1 Horizontal Data B1=8 B2=.5 B3=.5 Vertical Data H1=7 H2=.5 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2+B2/2+B3*0.0761 X11=B1/2+B2/2+B3*0.2929 X12=B1/2+B2/2+B3*0.6173 X13=B1/2+B2/2+B3 X14=B1 X15=B1 X16=0 X17=0 X18=B1/2-B2/2-B3 X19=B1/2-B2/2-B3*0.6173 X20=B1/2-B2/2-B3*0.2929 X21=B1/2-B2/2-B3*0.0761 X22=B1/2-B2/2 X23=B1/2-B2/2 X24=B1/2-B2/2-B3*0.0761 X25=B1/2-B2/2-B3*0.2929 X26=B1/2-B2/2-B3*0.6173 X27=B1/2-B2/2-B3 X28=0 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1-H2-B3 Y10=H1-H2-B3*0.6173 Y11=H1-H2-B3*0.2929 Y12=H1-H2-B3*0.0761 Y13=H1-H2 Y14=H1-H2 Y15=H1 Y16=H1 Y17=H1-H2 Y18=H1-H2 Y19=H1-H2-B3*0.0761 Y20=H1-H2-B3*0.2929 Y21=H1-H2-B3*0.6173 Y22=H1-H2-B3 Y23=H2+B3 Y24=H2+B3*0.6173 Y25=H2+B3*0.2929 Y26=H2+B3*0.0761 Y27=H2 Y28=H2 Horizontal Dimension " C-b","1","2","1" " L-ts","9","22","0.6H" " R-r","9","13","0.1H" Vertical Dimension " C-h","1","16","2" " L-tg","1","28","1" Sub Shapes 29 Captions=HP220x57.2,HP260x75,HP260x87.3,HP305x88,HP305x95,HP305x110,HP305x126,HP305x149,HP305x180,HP305x186,HP305x223,HP320x88.5,HP320x103,HP320x117,HP320x147,HP320x184,HP360x84.3,HP360x109,HP360x133,HP360x152,HP360x174,HP360x180,HP400x122,HP400x140,HP400x158,HP400x176,HP400x194,HP400x213,HP400x231 B1=224.5,265,267,307.2,308.3,310.3,312.5,315.6,319.7,320.5,325.4,304,306,308,312,317,367,370.5,373.3,375.5,378.1,378.8,390,392,394,396,398,400,402 B2=11,12,14,12.3,13.4,15.4,17.7,20.7,24.8,25.6,30.5,12,14,16,20,25,10,12.9,15.6,17.9,20.4,21.1,14,16,18,20,22,24,26 B3=18,24,24,15.2,15.2,15.2,15.2,15.2,15.2,15.2,15.2,27,27,27,27,27,15.2,15.2,15.2,15.2,15.2,15.2,15,15,15,15,15,15,15 H1=210,249,253,301.7,303.8,307.9,312.4,318.5,326.7,328.3,338,303,307,311,319,329,340,346.4,351.9,356.4,361.5,362.9,348,352,356,360,364,368,372 H2=11,12,14,12.3,13.4,15.4,17.7,20.7,24.8,25.6,30.5,12,14,16,20,25,10,12.9,15.6,17.9,20.4,21.1,14,16,18,20,22,24,26 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = CIPE 80-600 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 2 Nb = 3 Nh = 2 Ncord = 32 Path Data 1,16,1 17,32,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2-B2/2 X11=B1/2-B2/2 X12=B1/2-B2/2-B3*0.0761 X13=B1/2-B2/2-B3*0.2929 X14=B1/2-B2/2-B3*0.6173 X15=B1/2-B2/2-B3 X16=0 X17=B1/2-B2/2 X18=B1/2+B2/2 X19=B1/2+B2/2 X20=B1/2+B2/2+B3*0.0761 X21=B1/2+B2/2+B3*0.2929 X22=B1/2+B2/2+B3*0.6173 X23=B1/2+B2/2+B3 X24=B1 X25=B1 X26=0 X27=0 X28=B1/2-B2/2-B3 X29=B1/2-B2/2-B3*0.6173 X30=B1/2-B2/2-B3*0.2929 X31=B1/2-B2/2-B3*0.0761 X32=B1/2-B2/2 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1/6 Y10=H1/6 Y11=H2+B3 Y12=H2+B3*0.6173 Y13=H2+B3*0.2929 Y14=H2+B3*0.0761 Y15=H2 Y16=H2 Y17=5*H1/6 Y18=5*H1/6 Y19=H1-H2-B3 Y20=H1-H2-B3*0.6173 Y21=H1-H2-B3*0.2929 Y22=H1-H2-B3*0.0761 Y23=H1-H2 Y24=H1-H2 Y25=H1 Y26=H1 Y27=H1-H2 Y28=H1-H2 Y29=H1-H2-B3*0.0761 Y30=H1-H2-B3*0.2929 Y31=H1-H2-B3*0.6173 Y32=H1-H2-B3 Horizontal Dimension " C-b","1","2","1" " L-ts","9","10","0.6H" " R-r","19","23","0.1H" Vertical Dimension " C-h","1","26","2" " L-tg","1","16","1" Sub Shapes 18 Captions=CIPE80,CIPE100,CIPE120,CIPE140,CIPE160,CIPE180,CIPE200,CIPE220,CIPE240,CIPE270,CIPE300,CIPE330,CIPE360,CIPE400,CIPE450,CIPE500,CIPE550,CIPE600 B1=46,55,64,73,82,91,100,110,120,135,150,160,170,180,190,200,210,220 B2=3.8,4.1,4.4,4.7,5,5.3,5.6,5.9,6.2,6.6,7.1,7.5,8,8.6,9.4,10.2,11.1,12.0 B3=5,7,7,7,9,9,12,12,15,15,15,18,18,21,21,21,24,24 H1=120,150,180,210,240,270,300,330,360,405,450,495,540,600,675,750,825,900 H2=5.2,5.7,6.3,6.9,7.4,8.0,8.5,9.2,9.8,10.2,10.7,11.5,12.7,13.5,14.6,16,17.2,19.0 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = CIPEo,CIPEv 180-600 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 2 Nb = 3 Nh = 2 Ncord = 32 Path Data 1,16,1 17,32,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2-B2/2 X11=B1/2-B2/2 X12=B1/2-B2/2-B3*0.0761 X13=B1/2-B2/2-B3*0.2929 X14=B1/2-B2/2-B3*0.6173 X15=B1/2-B2/2-B3 X16=0 X17=B1/2-B2/2 X18=B1/2+B2/2 X19=B1/2+B2/2 X20=B1/2+B2/2+B3*0.0761 X21=B1/2+B2/2+B3*0.2929 X22=B1/2+B2/2+B3*0.6173 X23=B1/2+B2/2+B3 X24=B1 X25=B1 X26=0 X27=0 X28=B1/2-B2/2-B3 X29=B1/2-B2/2-B3*0.6173 X30=B1/2-B2/2-B3*0.2929 X31=B1/2-B2/2-B3*0.0761 X32=B1/2-B2/2 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1/6 Y10=H1/6 Y11=H2+B3 Y12=H2+B3*0.6173 Y13=H2+B3*0.2929 Y14=H2+B3*0.0761 Y15=H2 Y16=H2 Y17=5*H1/6 Y18=5*H1/6 Y19=H1-H2-B3 Y20=H1-H2-B3*0.6173 Y21=H1-H2-B3*0.2929 Y22=H1-H2-B3*0.0761 Y23=H1-H2 Y24=H1-H2 Y25=H1 Y26=H1 Y27=H1-H2 Y28=H1-H2 Y29=H1-H2-B3*0.0761 Y30=H1-H2-B3*0.2929 Y31=H1-H2-B3*0.6173 Y32=H1-H2-B3 Horizontal Dimension " C-b","1","2","1" " L-ts","9","10","0.6H" " R-r","19","23","0.1H" Vertical Dimension " C-h","1","26","2" " L-tg","1","16","1" Sub Shapes 18 Captions=CIPEo180,CIPEo200,CIPEo220,CIPEo240,CIPEo270,CIPEo300,CIPEo330,CIPEo360,CIPEo400,CIPEv400,CIPEo450,CIPEv450,CIPEo500,CIPEv500,CIPEo550,CIPEv550,CIPEo600,CIPEv600 B1=92,102,112,122,136,152,162,172,182,182,192,194,202,204,212,216,224,228 B2=6,6.2,6.6,7,7.5,8,8.5,9.2,9.7,10.6,11,12.4,12,14.2,12.7,17.1,15,18 B3=9,12,12,15,15,15,18,18,21,21,21,21,21,21,24,24,24,24 H1=273,303,333,363,411,456,501,546,606,612,684,690,759,771,834,849,915,927 H2=9,9.5,10.2,10.8,12.2,12.7,13.5,14.7,15.5,17.5,17.6,19.6,19,23,20.2,25.2,24,28 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = CIPBI 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 2 Nb = 3 Nh = 2 Ncord = 32 Path Data 1,16,1 17,32,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2-B2/2 X11=B1/2-B2/2 X12=B1/2-B2/2-B3*0.0761 X13=B1/2-B2/2-B3*0.2929 X14=B1/2-B2/2-B3*0.6173 X15=B1/2-B2/2-B3 X16=0 X17=B1/2-B2/2 X18=B1/2+B2/2 X19=B1/2+B2/2 X20=B1/2+B2/2+B3*0.0761 X21=B1/2+B2/2+B3*0.2929 X22=B1/2+B2/2+B3*0.6173 X23=B1/2+B2/2+B3 X24=B1 X25=B1 X26=0 X27=0 X28=B1/2-B2/2-B3 X29=B1/2-B2/2-B3*0.6173 X30=B1/2-B2/2-B3*0.2929 X31=B1/2-B2/2-B3*0.0761 X32=B1/2-B2/2 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1/6 Y10=H1/6 Y11=H2+B3 Y12=H2+B3*0.6173 Y13=H2+B3*0.2929 Y14=H2+B3*0.0761 Y15=H2 Y16=H2 Y17=5*H1/6 Y18=5*H1/6 Y19=H1-H2-B3 Y20=H1-H2-B3*0.6173 Y21=H1-H2-B3*0.2929 Y22=H1-H2-B3*0.0761 Y23=H1-H2 Y24=H1-H2 Y25=H1 Y26=H1 Y27=H1-H2 Y28=H1-H2 Y29=H1-H2-B3*0.0761 Y30=H1-H2-B3*0.2929 Y31=H1-H2-B3*0.6173 Y32=H1-H2-B3 Horizontal Dimension " C-b","1","2","1" " L-ts","9","10","0.6H" " R-r","19","23","0.1H" Vertical Dimension " C-h","1","26","2" " L-tg","1","16","1" Sub Shapes 24 Captions=CIPBI100,CIPBI120,CIPBI140,CIPBI160,CIPBI180,CIPBI200,CIPBI220,CIPBI240,CIPBI260,CIPBI280,CIPBI300,CIPBI320,CIPBI340,CIPBI360,CIPBI400,CIPBI450,CIPBI500,CIPBI550,CIPBI600,CIPBI650,CIPBI700,CIPBI800,CIPBI900,CIPBI1000 B1=100,120,140,160,180,200,220,240,260,280,300,300,300,300,300,300,300,300,300,300,300,300,300,300 B2=5,5,5.5,6,6,6.5,7,7.5,7.5,8,8.5,9,9.5,10,11,11.5,12,12.5,13,13.5,14.5,15,16,16.5 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=114,171,200,228,257,285,315,345,375,405,435,465,495,525,585,660,735,810,885,960,1035,1185,1335,1485 H2=8,8,8.5,9,9.5,10,11,12,12.5,13,14,15.5,16.5,17.5,19,21,23,24,25,26,27,28,30,31 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = CIPB 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 2 Nb = 3 Nh = 2 Ncord = 32 Path Data 1,16,1 17,32,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2-B2/2 X11=B1/2-B2/2 X12=B1/2-B2/2-B3*0.0761 X13=B1/2-B2/2-B3*0.2929 X14=B1/2-B2/2-B3*0.6173 X15=B1/2-B2/2-B3 X16=0 X17=B1/2-B2/2 X18=B1/2+B2/2 X19=B1/2+B2/2 X20=B1/2+B2/2+B3*0.0761 X21=B1/2+B2/2+B3*0.2929 X22=B1/2+B2/2+B3*0.6173 X23=B1/2+B2/2+B3 X24=B1 X25=B1 X26=0 X27=0 X28=B1/2-B2/2-B3 X29=B1/2-B2/2-B3*0.6173 X30=B1/2-B2/2-B3*0.2929 X31=B1/2-B2/2-B3*0.0761 X32=B1/2-B2/2 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1/6 Y10=H1/6 Y11=H2+B3 Y12=H2+B3*0.6173 Y13=H2+B3*0.2929 Y14=H2+B3*0.0761 Y15=H2 Y16=H2 Y17=5*H1/6 Y18=5*H1/6 Y19=H1-H2-B3 Y20=H1-H2-B3*0.6173 Y21=H1-H2-B3*0.2929 Y22=H1-H2-B3*0.0761 Y23=H1-H2 Y24=H1-H2 Y25=H1 Y26=H1 Y27=H1-H2 Y28=H1-H2 Y29=H1-H2-B3*0.0761 Y30=H1-H2-B3*0.2929 Y31=H1-H2-B3*0.6173 Y32=H1-H2-B3 Horizontal Dimension " C-b","1","2","1" " L-ts","9","10","0.6H" " R-r","19","23","0.1H" Vertical Dimension " C-h","1","26","2" " L-tg","1","16","1" Sub Shapes 24 Captions=CIPB100,CIPB120,CIPB140,CIPB160,CIPB180,CIPB200,CIPB220,CIPB240,CIPB260,CIPB280,CIPB300,CIPB320,CIPB340,CIPB360,CIPB400,CIPB450,CIPB500,CIPB550,CIPB600,CIPB650,CIPB700,CIPB800,CIPB900,CIPB1000 B1=100,120,140,160,180,200,220,240,260,280,300,300,300,300,300,300,300,300,300,300,300,300,300,300 B2=6,6.5,7,8,8.5,9,9.5,10,10,10.5,11,11.5,12,12.5,13.5,14,14.5,15,15.5,16,17,17.5,18.5,19 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=150,180,210,240,270,300,330,360,390,420,450,480,510,540,600,675,750,825,900,975,1050,1200,1350,1500 H2=10,11,12,13,14,15,16,17,17.5,18,19,20.5,21.5,22.5,24,26,28,29,30,31,32,33,35,36 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = CIPBv 100-1000 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 2 Nb = 3 Nh = 2 Ncord = 32 Path Data 1,16,1 17,32,1 Horizontal Data B1=10 B2=1 B3=1 Vertical Data H1=15 H2=.75 X Data X1=0 X2=B1 X3=B1 X4=B1/2+B2/2+B3 X5=B1/2+B2/2+B3*0.6173 X6=B1/2+B2/2+B3*0.2929 X7=B1/2+B2/2+B3*0.0761 X8=B1/2+B2/2 X9=B1/2+B2/2 X10=B1/2-B2/2 X11=B1/2-B2/2 X12=B1/2-B2/2-B3*0.0761 X13=B1/2-B2/2-B3*0.2929 X14=B1/2-B2/2-B3*0.6173 X15=B1/2-B2/2-B3 X16=0 X17=B1/2-B2/2 X18=B1/2+B2/2 X19=B1/2+B2/2 X20=B1/2+B2/2+B3*0.0761 X21=B1/2+B2/2+B3*0.2929 X22=B1/2+B2/2+B3*0.6173 X23=B1/2+B2/2+B3 X24=B1 X25=B1 X26=0 X27=0 X28=B1/2-B2/2-B3 X29=B1/2-B2/2-B3*0.6173 X30=B1/2-B2/2-B3*0.2929 X31=B1/2-B2/2-B3*0.0761 X32=B1/2-B2/2 Y Data Y1=0 Y2=0 Y3=H2 Y4=H2 Y5=H2+B3*0.0761 Y6=H2+B3*0.2929 Y7=H2+B3*0.6173 Y8=H2+B3 Y9=H1/6 Y10=H1/6 Y11=H2+B3 Y12=H2+B3*0.6173 Y13=H2+B3*0.2929 Y14=H2+B3*0.0761 Y15=H2 Y16=H2 Y17=5*H1/6 Y18=5*H1/6 Y19=H1-H2-B3 Y20=H1-H2-B3*0.6173 Y21=H1-H2-B3*0.2929 Y22=H1-H2-B3*0.0761 Y23=H1-H2 Y24=H1-H2 Y25=H1 Y26=H1 Y27=H1-H2 Y28=H1-H2 Y29=H1-H2-B3*0.0761 Y30=H1-H2-B3*0.2929 Y31=H1-H2-B3*0.6173 Y32=H1-H2-B3 Horizontal Dimension " C-b","1","2","1" " L-ts","9","10","0.6H" " R-r","19","23","0.1H" Vertical Dimension " C-h","1","26","2" " L-tg","1","16","1" Sub Shapes 24 Captions=CIPBv100,CIPBv120,CIPBv140,CIPBv160,CIPBv180,CIPBv200,CIPBv220,CIPBv240,CIPBv260,CIPBv280,CIPBv300,CIPBv320,CIPBv340,CIPBv360,CIPBv400,CIPBv450,CIPBv500,CIPBv550,CIPBv600,CIPBv650,CIPBv700,CIPBv800,CIPBv900,CIPBv1000 B1=106,126,146,166,186,206,226,248,268,288,310,309,309,308,307,307,306,306,305,305,304,303,302,302 B2=12,12.5,13,14,14.5,15,15.5,18,18,18.5,21,21,21,21,21,21,21,21,21,21,21,21,21,21 B3=12,12,12,15,15,18,18,21,24,24,27,27,27,27,27,27,27,27,27,27,27,27,30,30,30 H1=180,210,240,270,300,330,360,405,435,465,510,538.5,565.5,592.5,648,717,786,858,930,1002,1074,1221,1365,1512 H2=20,21,22,23,24,25,26,32,32.5,33,39,40,40,40,40,40,40,40,40,40,40,40,40,40 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = INP 80-550 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 2 Ncord = 44 Path Data 1,44,1 Horizontal Data B1=10 B2=.5 B3=.5 Vertical Data H1=20 H2=1 X Data X1=0 X2=B1*0.25 X3=B1*0.75 X4=B1 X5=B1 X6=B1-B3*0.1117 X7=B1-B3*0.4219 X8=B1-B3*0.8613 X9=B1*0.75 X10=(B1+B2)/2+B2*0.8613 X11=(B1+B2)/2+B2*0.4219 X12=(B1+B2)/2+B2*0.1117 X13=(B1+B2)/2 X14=(B1+B2)/2 X15=(B1+B2)/2+B2*0.1117 X16=(B1+B2)/2+B2*0.4219 X17=(B1+B2)/2+B2*0.8613 X18=B1*0.75 X19=B1-B3*0.8613 X20=B1-B3*0.4219 X21=B1-B3*0.1117 X22=B1 X23=B1 X24=B1*0.75 X25=B1*0.25 X26=0 X27=0 X28=B3*0.1117 X29=B3*0.4219 X30=B3*0.8613 X31=B1*0.25 X32=(B1-B2)/2-B2*0.8613 X33=(B1-B2)/2-B2*0.4219 X34=(B1-B2)/2-B2*0.1117 X35=(B1-B2)/2 X36=(B1-B2)/2 X37=(B1-B2)/2-B2*0.1117 X38=(B1-B2)/2-B2*0.4219 X39=(B1-B2)/2-B2*0.8613 X40=B1*0.25 X41=B3*0.8613 X42=B3*0.4219 X43=B3*0.1117 X44=0 Y Data Y1=0 Y2=0 Y3=0 Y4=0 Y5=H2-B1*0.035-B3*0.8698 Y6=H2-B1*0.035-B3*0.4105 Y7=H2-B1*0.035-B3*0.0538 Y8=H2-B1*0.035+B3*0.1205 Y9=H2 Y10=H2+B1*0.035-B2*0.1905 Y11=H2+B1*0.035-B2*0.0162 Y12=H2+B1*0.035+B2*0.3405 Y13=H2+B1*0.035+B2*0.7998 Y14=H1-H2-B1*0.035-B2*0.7998 Y15=H1-H2-B1*0.035-B2*0.3405 Y16=H1-H2-B1*0.035+B2*0.0162 Y17=H1-H2-B1*0.035+B2*0.1905 Y18=H1-H2 Y19=H1-H2+B1*0.035-B3*0.1205 Y20=H1-H2+B1*0.035+B3*0.0538 Y21=H1-H2+B1*0.035+B3*0.4105 Y22=H1-H2+B1*0.035+B3*0.8698 Y23=H1 Y24=H1 Y25=H1 Y26=H1 Y27=H1-H2+B1*0.035+B3*0.8698 Y28=H1-H2+B1*0.035+B3*0.4105 Y29=H1-H2+B1*0.035+B3*0.0538 Y30=H1-H2+B1*0.035-B3*0.1205 Y31=H1-H2 Y32=H1-H2-B1*0.035+B2*0.1905 Y33=H1-H2-B1*0.035+B2*0.0162 Y34=H1-H2-B1*0.035-B2*0.3405 Y35=H1-H2-B1*0.035-B2*0.7998 Y36=H2+B1*0.035+B2*0.7998 Y37=H2+B1*0.035+B2*0.3405 Y38=H2+B1*0.035-B2*0.0162 Y39=H2+B1*0.035-B2*0.1905 Y40=H2 Y41=H2-B1*0.035+B3*0.1205 Y42=H2-B1*0.035-B3*0.0538 Y43=H2-B1*0.035-B3*0.4105 Y44=H2-B1*0.035-B3*0.8698 Horizontal Dimension " C-b","1","4","-1" " L-ts","35","13","0.5H" " R-r2","19","22",".9H" Vertical Dimension " C-h","1","26","-1" " L-tg","3","9","1" Sub Shapes 20 Captions=INP80,INP100,INP120,INP140,INP160,INP180,INP200,INP220,INP240,INP260,INP280,INP300,INP320,INP340,INP360,INP380,INP400,INP450,INP500,INP550 B1=42,50,58,66,74,82,90,98,106,113,119,125,131,137,143,149,155,170,185,200 B2=3.9,4.5,5.1,5.7,6.3,6.9,7.5,8.1,8.7,9.4,10.1,10.8,11.5,12.2,13,13.7,14.4,16.2,18,19 B3=2.3,2.7,3.1,3.4,3.8,4.1,4.5,4.9,5.2,5.6,6.1,6.5,6.9,7.3,7.8,8.2,8.6,9.7,10.8,11.9 H1=80,100,120,140,160,180,200,220,240,260,280,300,320,340,360,380,400,450,500,550 H2=5.9,6.8,7.7,8.6,9.5,10.4,11.3,12.2,13.1,14.1,15.2,16.2,17.3,18.3,19.5,20.5,21.6,24.3,27,30 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = TPS 20-40 Category = Cross section Gen Shape Type = 1 Basic Shape Type = Flanged Sub Shape Type = 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 Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 2 Nh = 1 Ncord = 11 Path Data 1 11 1 Horizontal Data B1=36 B2=3 Vertical Data H1=36 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-B2)/2 Y3=H1-B2 Y4=H1-B2 Y5=H1 Y6=H1 Y7=H1 Y8=H1-B2 Y9=H1-B2 Y10=(H1-B2)/2 Y11=0 Horizontal Dimension " C-b","5","7","1" " L-ts","1","11","0.6H" Vertical Dimension " C-h","1","5","-2" Sub Shapes 5 Captions=TPS20,TPS25,TPS30,TPS35,TPS40 B1=20,25,30,35,40 B2=3,3.5,4,4.5,5 H1=20,25,30,35,40 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = LS/20-50 Category = Cross section Gen Shape Type = 1 Basic Shape Type = Flanged Sub Shape Type = 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 Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 2 Nh = 0 Ncord = 10 Path Data 1 10 1 Horizontal Data B1=20 B2=2 X Data X1=0 X2=0 X3=0 X4=B2 X5=B2 X6=B2 X7=B2+(B1-B2)/2 X8=B1 X9=B1 X10=B1/2 Y Data Y1=0 Y2=B1/2 Y3=B1 Y4=B1 Y5=B2+(B1-B2)/2 Y6=B2 Y7=B2 Y8=B2 Y9=0 Y10=0 Horizontal Dimension " C-a","1","9","1" " R-ts","3","4","0.6H" Sub Shapes 11 Captions=LS20x3,LS20x4,LS25x3,LS25x4,LS30x3,LS30x4,LS35x4,LS40x4,LS40x5,LS45x5,LS50x5 B1=20,20,25,25,30,30,35,40,40,45,50 B2=3,4,3,4,3,4,4,4,5,5,5 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = L 20-250 Category = Cross section Gen Shape Type = 1 Basic Shape Type = Flanged Sub Shape Type = 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 Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 4 Nh = 0 Ncord = 18 Path Data 1,18,1 Horizontal Data B1=10 B2=1 B3=1 B4=.5 Vertical Data X Data X1=0 X2=0 X3=B2-B4 X4=B2-B4*0.6173 X5=B2-B4*0.2929 X6=B2-B4*0.0761 X7=B2 X8=B2 X9=B2+B3*0.0761 X10=B2+B3*0.2929 X11=B2+B3*0.6173 X12=B2+B3 X13=B1-B4 X14=B1-B4*0.6173 X15=B1-B4*0.2929 X16=B1-B4*0.0761 X17=B1 X18=B1 Y Data Y1=0 Y2=B1 Y3=B1 Y4=B1-B4*0.0761 Y5=B1-B4*0.2929 Y6=B1-B4*0.6173 Y7=B1-B4 Y8=B2+B3 Y9=B2+B3*0.6173 Y10=B2+B3*0.2929 Y11=B2+B3*0.0761 Y12=B2 Y13=B2 Y14=B2-B4*0.0761 Y15=B2-B4*0.2929 Y16=B2-B4*0.6173 Y17=B2-B4 Y18=0 Horizontal Dimension " C-a","1","18","-1" " C-s","2","8","0.5H" " L-r1","8","12","0.2H" " L-r2","3","7","1" Vertical Dimension Sub Shapes 98 Captions=L20x3,L20x4,L25x3,L25x4,L25x5,L30x3,L30x4,L30x5,L35x3,L35x4,L35x5,L35x6,L40x3,L40x4,L40x5,L40x6,L45x4,L45x5,L45x6,L45x7,L50x4,L50x5,L50x6,L50x7,L50x8,L50x9,L55x5,L55x6,L55x8,L55x10,L60x5,L60x6,L60x8,L60x10,L65x6,L65x7,L65x8,L65x9,L65x11,L70x6,L70x7,L70x9,L70x11,L75x6,L75x7,L75x8,L75x10,L75x12,L80x7,L80x8,L80x10,L80x12,L80x14,L90x8,L90x9,L90x11,L90x13,L90x16,L100x8,L100x10,L100x12,L100x14,L100x16,L100x20,L110x10,L110x12,L110x14,L120x11,L120x12,L120x13,L120x15,L130x12,L130x14,L130x16,L140x13,L140x15,L150x12,L150x14,L150x15,L150x16,L150x18,L150x20,L160x15,L160x17,L160x19,L180x16,L180x18,L180x20,L180x22,L200x16,L200x18,L200x20,L200x24,L200x28,L250x18,L250x20,L250x22,L250x24 B1=20,20,25,25,25,30,30,30,35,35,35,35,40,40,40,40,45,45,45,45,50,50,50,50,50,50,55,55,55,55,60,60,60,60,65,65,65,65,65,70,70,70,70,75,75,75,75,75,80,80,80,80,80,90,90,90,90,90,100,100,100,100,100,100,110,110,110,120,120,120,120,130,130,130,140,140,150,150,150,150,150,150,160,160,160,180,180,180,180,200,200,200,200,200,250,250,250,250 B2=3,4,3,4,5,3,4,5,3,4,5,6,3,4,5,6,4,5,6,7,4,5,6,7,8,9,5,6,8,10,5,6,8,10,6,7,8,9,11,6,7,9,11,6,7,8,10,12,7,8,10,12,14,8,9,11,13,16,8,10,12,14,16,20,10,12,14,11,12,13,15,12,14,16,13,15,12,14,15,16,18,20,15,17,19,16,18,20,22,16,18,20,24,28,18,20,22,24 B3=3.5,3.5,3.5,3.5,3.5,5,5,5,5,5,5,5,6,6,6,6,7,7,7,7,7,7,7,7,7,7,8,8,8,8,8,8,8,8,9,9,9,9,9,9,9,9,9,10,10,10,10,10,10,10,10,10,10,11,11,11,11,11,12,12,12,12,12,12,12,12,12,13,13,13,13,14,14,14,15,15,16,16,16,16,16,16,17,17,17,18,18,18,18,18,18,18,18,18,20,20,20,20 B4=2,2,2,2,2,2.5,2.5,2.5,2.5,2.5,2.5,2.5,3,3,3,3,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,4,4,4,4,4,4,4,4,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,5,5,5,5,5,5,5,5,5,5,5.5,5.5,5.5,5.5,5.5,6,6,6,6,6,6,6,6,6,6.5,6.5,6.5,6.5,7,7,7,7.5,7.5,8,8,8,8,8,8,8.5,8.5,8.5,9,9,9,9,9,9,9,9,9,10,10,10,10 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = Lx 30-250 Category = Cross section Gen Shape Type = 1 Basic Shape Type = Flanged Sub Shape Type = 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 Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 4 Nh = 1 Ncord = 18 Path Data 1,18,1 Horizontal Data B1=5 B2=1 B3=1 B4=.5 Vertical Data H1=10 X Data X1=0 X2=0 X3=B2-B4 X4=B2-B4*0.6173 X5=B2-B4*0.2929 X6=B2-B4*0.0761 X7=B2 X8=B2 X9=B2+B3*0.0761 X10=B2+B3*0.2929 X11=B2+B3*0.6173 X12=B2+B3 X13=B1-B4 X14=B1-B4*0.6173 X15=B1-B4*0.2929 X16=B1-B4*0.0761 X17=B1 X18=B1 Y Data Y1=0 Y2=H1 Y3=H1 Y4=H1-B4*0.0761 Y5=H1-B4*0.2929 Y6=H1-B4*0.6173 Y7=H1-B4 Y8=B2+B3 Y9=B2+B3*0.6173 Y10=B2+B3*0.2929 Y11=B2+B3*0.0761 Y12=B2 Y13=B2 Y14=B2-B4*0.0761 Y15=B2-B4*0.2929 Y16=B2-B4*0.6173 Y17=B2-B4 Y18=0 Horizontal Dimension " C-b","1","18","-1" " C-s","2","8","0.5H" " L-r1","8","12","0.2H" " L-r2","3","7","1" Vertical Dimension " C-a","1","2","-1" Sub Shapes 74 Captions=L30x20x3,L30x20x4,L40x20x3,L40x20x4,L45x30x3,L45x30x4,L45x30x5,L50x30x5,L50x40x4,L50x40x5,L60x30x5,L60x30x7,L60x40x5,L60x40x6,L60x40x7,L65x50x5,L65x50x7,L65x50x9,L75x50x5,L75x50x7,L75x50x9,L75x55x5,L75x55x7,L75x55x9,L80x40x6,L80x40x8,L80x65x6,L80x65x8,L80x65x10,L90x60x6,L90x60x8,L90x75x7,L100x50x6,L100x50x8,L100x50x10,L100x65x7,L100x65x9,L100x65x11,L100x75x7,L100x75x9,L100x75x11,L120x80x8,L120x80x10,L120x80x12,L120x80x14,L130x65x8,L130x65x10,L130x65x12,L130x75x8,L130x75x10,L130x75x12,L130x90x10,L130x90x12,L150x75x9,L150x75x11,L150x90x10,L150x90x12,L150x100x10,L150x100x12,L150x100x14,L160x80x10,L160x80x12,L160x80x14,L180x90x10,L180x90x12,L180x90x14,L200x100x10,L200x100x12,L200x100x14,L200x100x16,L250x90x10,L250x90x12,L250x90x14,L250x90x16 B1=20,20,20,20,30,30,30,30,40,40,30,30,40,40,40,50,50,50,50,50,50,55,55,55,40,40,65,65,65,60,60,75,50,50,50,65,65,65,75,75,75,80,80,80,80,65,65,65,65,75,75,75,90,90,75,75,90,90,100,100,100,80,80,80,90,90,90,100,100,100,100,90,90,90,90 B2=3,4,3,4,3,4,5,5,4,5,5,7,5,6,7,5,7,9,5,7,9,5,7,9,6,8,6,8,10,6,8,7,6,8,10,7,9,11,7,9,11,8,10,12,14,8,10,12,8,10,12,10,12,9,11,10,12,10,12,14,10,12,14,10,12,14,10,12,14,16,10,12,14,16 B3=3.5,3.5,3.5,3.5,4.5,4.5,4.5,4.5,4,4,6,6,6,6,6,6.5,6.5,6.5,6.5,6.5,6.5,7,7,7,7,7,8,8,8,7,7,8.5,9,9,9,10,10,10,10,10,10,11,11,11,11,11,11,11,10.5,10.5,10.5,12,12,10.5,10.5,12.5,12.5,13,13,13,13,13,13,14,14,14,15,15,15,15,15,15,15,15 B4=2,2,2,2,2,2,2,2,2,2,3,3,3,3,3,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,3.5,4,4,4,3.5,3.5,4.5,4.5,4.5,4.5,5,5,5,5,5,5,5.5,5.5,5.5,5.5,5.5,5.5,5.5,5.5,5.5,5.5,6,6,5.5,5.5,6.5,6.5,6.5,6.5,6.5,6.5,6.5,6.5,7,7,7,7.5,7.5,7.5,7.5,7.5,7.5,7.5,7.5 H1=30,30,40,40,45,45,45,50,50,50,60,60,60,60,60,65,65,65,75,75,75,75,75,75,80,80,80,80,80,90,90,90,100,100,100,100,100,100,100,100,100,120,120,120,120,130,130,130,130,130,130,130,130,150,150,150,150,150,150,150,160,160,160,180,180,180,200,200,200,200,250,250,250,250 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = QTube 40-120 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 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 " C-bf","1","15","1" " L-t","39","15","0.5H" " R-r","1","21","-1" Vertical Dimension " C-h","21","7","-1" Sub Shapes 66 Captions=TUBE40x40x3,TUBE40x40x4,TUBE50x50x3,TUBE50x50x4,TUBE60x60x3,TUBE60x60x4,TUBE60x60x5,TUBE70x70x3,TUBE70x70x4,TUBE70x70x5,TUBE80x80x4,TUBE80x80x5,TUBE80x80x6.3,TUBE90x90x4,TUBE90x90x5,TUBE90x90x6.3,TUBE100x100x4,TUBE100x100x5,TUBE100x100x6.3,TUBE120x120x5,TUBE120x120x6.3,TUBE120x120x8,TUBE120x120x10,TUBE140x140x5,TUBE140x140x6.3,TUBE140x140x8,TUBE140x140x10,TUBE150x150x5,TUBE150x150x6.3,TUBE150x150x8,TUBE150x150x10,TUBE160x160x6.3,TUBE160x160x8,TUBE160x160x10,TUBE160x160x12.5,TUBE180x180x6.3,TUBE180x180x8,TUBE180x180x10,TUBE180x180x12.5,TUBE200x200x6.3,TUBE200x200x8,TUBE200x200x10,TUBE200x200x12.5,TUBE220x220x6.3,TUBE220x220x8,TUBE220x220x10,TUBE220x220x12.5,TUBE250x250x6.3,TUBE250x250x8,TUBE250x250x10,TUBE250x250x16,TUBE260x260x8,TUBE260x260x10,TUBE260x260x12.5,TUBE260x260x16,TUBE300x300x8,TUBE300x300x10,TUBE300x300x12.5,TUBE300x300x16,TUBE350x350x8,TUBE350x350x10,TUBE350x350x12.5,TUBE350x350x16,TUBE400x400x10,TUBE400x400x12.5,TUBE400x400x16 B1=40,40,50,50,60,60,60,70,70,70,80,80,80,90,90,90,100,100,100,120,120,120,120,140,140,140,140,150,150,150,150,160,160,160,160,180,180,180,180,200,200,200,200,220,220,220,220,250,250,250,250,260,260,260,260,300,300,300,300,350,350,350,350,400,400,400 B2=3,4,3,4,3,4,5,3,4,5,4,5,6.3,4,5,6.3,4,5,6.3,5,6.3,8,10,5,6.3,8,10,5,6.3,8,10,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,16,8,10,12.5,16,8,10,12.5,16,8,10,12.5,16,10,12.5,16 B3=4,5,4,5,3,4,5,3,4,5,4,5,6.3,4,5,6.3,4,5,6.3,5,6.3,8,10,5,6.3,8,10,5,6.3,8,10,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,16,8,10,12.5,16,8,10,12.5,16,8,10,12.5,16,10,12.5,16 H1=40,40,50,50,60,60,60,70,70,70,80,80,80,90,90,90,100,100,100,120,120,120,120,140,140,140,140,150,150,150,150,160,160,160,160,180,180,180,180,200,200,200,200,220,220,220,220,250,250,250,250,260,260,260,260,300,300,300,300,350,350,350,350,400,400,400 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = RTube 50-500 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 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=40 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 " C-bf","1","15","1" " L-t","39","15","0.5H" " R-r","1","21","-1" Vertical Dimension " C-h","21","7","-1" Sub Shapes 72 Captions=TUBE50x30x3,TUBE50x30x4,TUBE60x40x3,TUBE60x40x4,TUBE80x40x3,TUBE80x40x4,TUBE80x40x5,TUBE90x50x3,TUBE90x50x4,TUBE90x50x5,TUBE100x50x4,TUBE100x50x5,TUBE100x50x6.3,TUBE100x60x4,TUBE100x60x5,TUBE100x60x6.3,TUBE120x60x4,TUBE120x60x5,TUBE120x60x6.3,TUBE120x80x4,TUBE120x80x5,TUBE120x80x6.3,TUBE140x80x4,TUBE140x80x5,TUBE140x80x6.3,TUBE150x100x6.3,TUBE150x100x8,TUBE150x100x10,TUBE160x80x5,TUBE160x80x6.3,TUBE160x80x8,TUBE160x80x10,TUBE180x100x5,TUBE180x100x6.3,TUBE180x100x8,TUBE180x100x10,TUBE200x100x10,TUBE200x100x8,TUBE200x100x10,TUBE200x100x12.5,TUBE200x120x6.3,TUBE200x120x8,TUBE200x120x10,TUBE200x120x12.5,TUBE250x150x6.3,TUBE250x150x8,TUBE250x150x10,TUBE250x150x12.5,TUBE260x180x6.3,TUBE260x180x8,TUBE260x180x10,TUBE260x180x12.5,TUBE300x200x6.3,TUBE300x200x8,TUBE300x200x10,TUBE300x200x12.5,TUBE350x250x8,TUBE350x250x10,TUBE350x250x12.5,TUBE350x250x16,TUBE400x200x8,TUBE400x200x10,TUBE400x200x12.5,TUBE400x200x16,TUBE450x250x8,TUBE450x250x10,TUBE450x250x12.5,TUBE450x250x16,TUBE500x300x10,TUBE500x300x12.5,TUBE500x300x16,TUBE500x300x20 B1=30,30,40,40,40,40,40,50,50,50,50,50,50,60,60,60,60,60,60,80,80,80,80,80,80,100,100,100,80,80,80,80,100,100,100,100,100,100,100,100,120,120,120,120,150,150,150,150,180,180,180,180,200,200,200,200,250,250,250,250,200,200,200,200,250,250,250,250,300,300,300,300 B2=3,4,3,4,3,4,5,3,4,5,4,5,6.3,4,5,6.3,4,5,6.3,4,5,6.3,4,5,6.3,6.3,8,10,5,6.3,8,10,5,6.3,8,10,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,8,10,12.5,16,8,10,12.5,16,8,10,12.5,16,10,12.5,16,20 B3=3,4,3,4,3,4,5,3,4,5,4,5,6.3,4,5,6.3,4,5,6.3,4,5,6.3,4,5,6.3,6.3,8,10,5,6.3,8,10,5,6.3,8,10,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,12.5,8,10,12.5,16,8,10,12.5,16,8,10,12.5,16,10,12.5,16,20 H1=50,50,60,60,80,80,80,90,90,90,100,100,100,100,100,100,120,120,120,120,120,120,140,140,140,150,150,150,160,160,160,160,180,180,180,180,200,200,200,200,200,200,200,200,250,250,250,250,260,260,260,260,300,300,300,300,350,350,350,350,400,400,400,400,450,450,450,450,500,500,500,500 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = PIPE 33.7-1219 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 = No Is Builtup = No Has Arcs = Use As Void = 0 Main Material = Hot Rolled Steel Sub Material = Material Type = 0 Shape Factor = 1 StressStrain Curve = Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 0 Emod = 1 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=12 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 " C-D","1","13","1" " R-T","1","25","0.5H" Sub Shapes 144 Captions=PIPE33.7x2.6,PIPE33.7x3.2,PIPE33.7x4,PIPE42.4x2.6,PIPE42.4x3.2,PIPE42.4x4,PIPE48.3x2.6,PIPE48.3x3.2,PIPE48.3x4,PIPE48.3x2.6,PIPE48.3x3.2,PIPE48.3x4,PIPE60.3x3.2,PIPE60.3x4,PIPE60.3x5,PIPE76.1x3.2,PIPE76.1x4,PIPE76.1x5,PIPE88.9x3.2,PIPE88.9x4,PIPE88.9x5,PIPE88.9x6,PIPE88.9x6.3,PIPE101.6x4,PIPE101.6x5,PIPE101.6x6.3,PIPE114.3x4,PIPE114.3x5,PIPE114.3x6.3,PIPE114.3x8,PIPE139.7x4,PIPE139.7x5,PIPE139.7x6.3,PIPE139.7x8,PIPE139.7x12.5,PIPE168.3x5,PIPE168.3x6.3,PIPE168.3x8,PIPE168.3x10,PIPE168.3x12.5,PIPE177.8x6.3,PIPE177.8x8,PIPE177.8x10,PIPE177.8x12.5,PIPE193.7x6.3,PIPE193.7x8,PIPE193.7x10,PIPE193.7x16,PIPE219.1x6.3,PIPE219.1x8,PIPE219.1x10,PIPE219.1x16,PIPE219.1x20,PIPE244.5x6.3,PIPE244.5x8,PIPE244.5x10,PIPE244.5x12.5,PIPE244.5x16,PIPE244.5x20,PIPE244.5x25,PIPE273x6.3,PIPE273x8,PIPE273x10,PIPE273x12.5,PIPE273x16,PIPE273x20,PIPE273x25,PIPE323.9x8,PIPE323.9x10,PIPE323.9x12.5,PIPE323.9x16,PIPE323.9x20,PIPE323.9x25,PIPE355.6x8,PIPE355.6x10,PIPE355.6x12.5,PIPE355.6x16,PIPE355.6x20,PIPE355.6x25,PIPE406.4x10,PIPE406.4x12.5,PIPE406.4x16,PIPE406.4x16,PIPE406.4x20,PIPE406.4x25,PIPE406.4x30,PIPE406.4x40,PIPE457x10,PIPE457x12.5,PIPE457x16,PIPE457x20,PIPE457x25,PIPE457x30,PIPE457x40,PIPE457x50,PIPE508x10,PIPE508x12.5,PIPE508x16,PIPE508x20,PIPE508x25,PIPE508x30,PIPE508x40,PIPE508x50,PIPE610x10,PIPE610x12.5,PIPE610x16,PIPE610x20,PIPE610x25,PIPE610x30,PIPE610x40,PIPE610x50,PIPE711x10,PIPE711x20,PIPE711x25,PIPE711x30,PIPE711x40,PIPE711x50,PIPE711x60,PIPE762x10,PIPE762x16,PIPE762x20,PIPE762x25,PIPE762x30,PIPE762x40,PIPE762x50,PIPE813x10,PIPE813x16,PIPE813x20,PIPE813x25,PIPE813x30,PIPE914x10,PIPE914x16,PIPE914x25,PIPE914x30,PIPE1016x10,PIPE1016x16,PIPE1016x25,PIPE1016x30,PIPE1067x10,PIPE1067x16,PIPE1067x25,PIPE1067x30,PIPE1168x10,PIPE1168x16,PIPE1168x25,PIPE1219x10,PIPE1219x16,PIPE1219x25 B1=33.7,33.7,33.7,42.4,42.4,42.4,48.3,48.3,48.3,48.3,48.3,48.3,60.3,60.3,60.3,76.1,76.1,76.1,88.9,88.9,88.9,88.9,88.9,101.6,101.6,101.6,114.3,114.3,114.3,114.3,139.7,139.7,139.7,139.7,139.7,168.3,168.3,168.3,168.3,168.3,177.8,177.8,177.8,177.8,193.7,193.7,193.7,193.7,219.1,219.1,219.1,219.1,219.1,244.5,244.5,244.5,244.5,244.5,244.5,244.5,273,273,273,273,273,273,273,323.9,323.9,323.9,323.9,323.9,323.9,355.6,355.6,355.6,355.6,355.6,355.6,406.4,406.4,406.4,406.4,406.4,406.4,406.4,406.4,457,457,457,457,457,457,457,457,508,508,508,508,508,508,508,508,610,610,610,610,610,610,610,610,711,711,711,711,711,711,711,762,762,762,762,762,762,762,813,813,813,813,813,914,914,914,914,1016,1016,1016,1016,1067,1067,1067,1067,1168,1168,1168,1219,1219,1219 B2=2.6,3.2,4,2.6,3.2,4,2.6,3.2,4,2.6,3.2,4,3.2,4,5,3.2,4,5,3.2,4,5,6,6.3,4,5,6.3,4,5,6.3,8,4,5,6.3,8,12.5,5,6.3,8,10,12.5,6.3,8,10,12.5,6.3,8,10,16,6.3,8,10,16,20,6.3,8,10,12.5,16,20,25,6.3,8,10,12.5,16,20,25,8,10,12.5,16,20,25,8,10,12.5,16,20,25,10,12.5,16,16,20,25,30,40,10,12.5,16,20,25,30,40,50,10,12.5,16,20,25,30,40,50,10,12.5,16,20,25,30,40,50,10,20,25,30,40,50,60,10,16,20,25,30,40,50,10,16,20,25,30,10,16,25,30,10,16,25,30,10,16,25,30,10,16,25,10,16,25 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = Z 30-160 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 3 Ncord = 24 Path Data 1,24,1 Horizontal Data B1=5 B2=1 B3=.5 Vertical Data H1=10 H2=1 H3=.5 X Data X1=B1-B2 X2=B1-B2 X3=B1-B2-B3*0.0761 X4=B1-B2-B3*0.2929 X5=B1-B2-B3*0.6173 X6=B1-B2-B3 X7=H3 X8=H3*0.6173 X9=H3*0.2929 X10=H3*0.0761 X11=0 X12=0 X13=B1 X14=B1 X15=B1+B3*0.0761 X16=B1+B3*0.2929 X17=B1+B3*0.6173 X18=B1+B3 X19=B1*2-B2-H3 X20=B1*2-B2-H3*0.6173 X21=B1*2-B2-H3*0.2929 X22=B1*2-B2-H3*0.0761 X23=B1*2-B2 X24=B1*2-B2 Y Data Y1=0 Y2=H1-H2-B3 Y3=H1-H2-B3*0.6173 Y4=H1-H2-B3*0.2929 Y5=H1-H2-B3*0.0761 Y6=H1-H2 Y7=H1-H2 Y8=H1-H2+H3*0.0761 Y9=H1-H2+H3*0.2929 Y10=H1-H2+H3*0.6173 Y11=H1-H2+H3 Y12=H1 Y13=H1 Y14=H2+B3 Y15=H2+B3*0.6173 Y16=H2+B3*0.2929 Y17=H2+B3*0.0761 Y18=H2 Y19=H2 Y20=H2-H3*0.0761 Y21=H2-H3*0.2929 Y22=H2-H3*0.6173 Y23=H2-H3 Y24=0 Horizontal Dimension " C-b","1","24","-1" " L-ts","2","14","0.5H" " L-r1","14","18","0.2H" Vertical Dimension " r-h","1","12","-2" " C-tg","7","12","-1" " C-r2","19","23","1" Sub Shapes 9 Captions=Z30,Z40,Z50,Z60,Z80,Z100,Z120,Z140,Z160 B1=38,40,43,45,50,55,60,65,70 B2=4,4.5,5,5,6,6.5,7,8,8.5 B3=4.5,5,5.5,6,7,8,9,10,11 H1=30,40,50,60,80,100,120,140,160 H2=4.5,5,5.5,6,7,8,9,10,11 H3=2.5,2.5,3,3,3.5,4,4.5,5,5.5 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = U 20-200 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 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 3 Nh = 1 Ncord = 32 Path Data 1,32,1 Horizontal Data B1=10 B2=1 B3=.5 Vertical Data H1=10 X Data X1=B3+B2 X2=B3+B2*0.7412 X3=B3+B2*0.5 X4=B3+B2*0.2929 X5=B3+B2*0.1340 X6=B3+B2*0.0341 X7=B3 X8=B3 X9=B3+B2*0.0341 X10=B3+B2*0.1340 X11=B3+B2*0.2929 X12=B3+B2*0.5 X13=B3+B2*0.7412 X14=B3+B2 X15=B1 X16=B1 X17=B3+B2 X18=(B3+B2)*0.7412 X19=(B3+B2)*0.5 X20=(B3+B2)*0.2929 X21=(B3+B2)*0.1340 X22=(B3+B2)*0.0341 X23=0 X24=0 X25=(B3+B2)*0.0341 X26=(B3+B2)*0.1340 X27=(B3+B2)*0.2929 X28=(B3+B2)*0.5 X29=(B3+B2)*0.7412 X30=B3+B2 X31=B1 X32=B1 Y Data Y1=B3 Y2=B3+B2*0.0341 Y3=B3+B2*0.1340 Y4=B3+B2*0.2929 Y5=B3+B2*0.5 Y6=B3+B2*0.7412 Y7=B3+B2 Y8=H1-B3-B2 Y9=H1-B3-B2*0.7412 Y10=H1-B3-B2*0.5 Y11=H1-B3-B2*0.2929 Y12=H1-B3-B2*0.1340 Y13=H1-B3-B2*0.0341 Y14=H1-B3 Y15=H1-B3 Y16=H1 Y17=H1 Y18=H1-(B2+B3)*0.0341 Y19=H1-(B2+B3)*0.1340 Y20=H1-(B2+B3)*0.2929 Y21=H1-(B2+B3)*0.5 Y22=H1-(B2+B3)*0.7412 Y23=H1-(B2+B3) Y24=B2+B3 Y25=(B2+B3)*0.7412 Y26=(B2+B3)*0.5 Y27=(B2+B3)*0.2929 Y28=(B2+B3)*0.1340 Y29=(B2+B3)*0.0341 Y30=0 Y31=0 Y32=B3 Horizontal Dimension " C-b","24","31","1" " R-r","7","1",".2H" " R-t","23","8","0.5H" Vertical Dimension " C-h","16","31","1" Sub Shapes 22 Captions=U20x20x1.5,U23x23x1.5,U25x25x1.5,U28x28x1.5,U30x30x1.5,U30x30x2,U40x40x3,U46x45x3,U50x50x4,U54x45x4,U70x50x4,U80x40x3,U80x50x5,U90x50x5,U100x50x3,U100x50x5,U120x60x3,U120x60x6,U140x60x4,U140x60x6,U160x65x7,U200x80x6 B1=20,23,25,28,30,30,40,45,50,45,50,40,50,50,50,50,60,60,60,60,65,80 B2=1.5,1.5,1.5,1.5,1.5,2,3,3,4,4,4,3,7.5,7.5,3,7.5,3,9,4,9,10.5,9 B3=1.5,1.5,1.5,1.5,1.5,2,3,3,4,4,4,3,5,5,3,5,3,6,4,6,7,6 H1=20,23,25,28,30,30,40,46,50,54,70,80,80,90,100,100,120,120,140,140,160,200 Prop From Database=No Prop Database=Test.csf Prop Record No=0 TAG = END TYPE = ShapeGeneral END SHAPE ------------------------------- NEW SHAPE TYPE = ShapeGeneral Caption = PLATE Category = Cross section Gen Shape Type = 1 Basic Shape Type = Rectangle Sub Shape Type = Rectangle 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 = Hot Rolled Steel Sub Material = ASTM A-36 Material Type = 1 Shape Factor = 1 StressStrain Curve = Elasto-Plastic Units = SI DBUnits = SI X0 = 0 Y0 = 0 Angle = 0 MirrorOnX = 0 MirrorOnY = 0 ConcreteFc = 0 SteelFy = 2500 Emod = 2000000 FilletR1 = 0 FilletR2 = 0 DimGap = 0 Control Data Np = 1 Nb = 1 Nh = 1 Ncord = 4 Path Data 1 4 1 Horizontal Data B1=150 Vertical Data H1=10 X Data X1=0 X2=0 X3=B1 X4=B1 Y Data Y1=0 Y2=H1 Y3=H1 Y4=0 Horizontal Dimension " C-b","2","3","1" Vertical Dimension " C-h","1","2","-1" TAG = END TYPE = ShapeGeneral END SHAPE