Steel Beam Design by K
Steel Beam Design by K
Steel Beam Design by K
Material Data
Fy = = 345 Mpa
E= = 200000 Mpa
G= = 77200 MPa
Fr = = 114 MPa
FL= = 231 MPa
Section Analysis
h = 234 mm
kc = 4/sqrt(h/tw) = 0.5847
Flan lf = = 7.50
lpf = = 9.15
lrf = = 21.37 Compact
Weblw = = 46.8
lpw = = 90.53
lrw = = 137.24 Compact
Lb = 600 mm
Lp = 1.76ry*sqrt(E/Fy) 1158 mm
Lr = 1.95 rts (E/0.7Fy)*Sqrt(Jc/Sx/h0+sqrt((Jc/Sx/ho)2+6.76(0.7Fy/E)2))
= 3347 mm
d' = = 242
Cw = = 33732864000
rts = = 33
c= = 1
Material Data
Fy = = 235 Mpa
E= = 200000 Mpa
G= = 77200 MPa
Fr = = 114 MPa
FL= = 121 MPa
Section Analysis
h = 560 mm
kc = 4/sqrt(h/tw) = 0.6761
Flan lf = = 5.00
lpf = = 11.09
lrf = = 31.76 Compact
Weblw = = 35
lpw = = 109.69
lrw = = 166.29 Compact
Lb = 3000 mm
Lp = 1.76ry*sqrt(E/Fy) 2043 mm
Lr = 1.95 rts (E/0.7Fy)*Sqrt(Jc/Sx/h0+sqrt((Jc/Sx/ho)2+6.76(0.7Fy/E)2))
= 7108 mm
d' = = 580
Cw = = 2.242667E+12
rts = = 52
c= = 1