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A column to support a service load of 700 kN column has and effective length 7m w.r.t z axis & 5m is written on y-axis used steel fe 410
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written 6.1 years ago by |
assume rolled I section
assume λ=100 fcd=kLxyy=118
zz axis class a yy axis class b
service load =700kN
factored load=1.5×700=1050kN
length=7m-----z axis
length=5m--- z axis
Ae=2
P=Ae∗fcd
1050∗103=Ae∗118
Ae=8898.30mm2
select ISHB 350 haviing area 9221 mm2
ISHB 350 A=9221mm2 bf=250 ff=11.6 fw=10.6
rxx=146.5mm
ryy=52.2mm
λx=kLrzz=7000146.5=47.78<180 $\ …