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Design laterally unsupported beam ss over a span 2m i tcarry a udl 56kN/m
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Given

w=56kN/m

factored load =56×1.5=84kN/m

length of span=2m

Required =design laterally unsupported beam

1) V=wd2=84×22=84kN

m=wl28=84×228=42kN.m

2) Trial section

Zpreq=Mfbd

Assume λ=100 htf=25mm

fcrb=291.4 Md

250      152.3

291.4    fbd

300      163.6

fbd=161.65 …

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