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Design laterally supported beam of effective span 6m for the following data 1) max Bm=150kN.m 2) max shear force V=210kN grade of steel fe 410 required design laterally supported beam
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1) M=150kN.m v=210kN

2) Zpreq=mγmofy=150×106×1.1250

Zpreq=660×103mm3

select ISLB 350 at 49.5 kg/m having Zp=851.11×103mm3

D=350mm bf=165mm tf=11.4mm

tw=7.4mm γ1=1.6

IZ=13125.3×104mm4

d=350-2×11.42×16

d=295.2mm

3) sectional classification

btf=bf/2tf=165/211.4=7.2<9.4ϵ

dtw=295.27.4=39.89<84ϵ

seciont is plastic

4) Vd=AVfy3γmo

=(350×7.4)2503×1.1

Vd=339.84> V=210kN safe

5) 0.6 Vd=0.6×339.84 …

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