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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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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=Aefcd

1050103=Ae118

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 $\ …

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