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Design laterally unsupported beam ss over a span 2m i tcarry a udl 56kN/m
1 Answer
written 6.1 years ago by |
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 …