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written 6.1 years ago by |
Mz=3.34KN.m [up lift]
My=0.9×wdy×l28=0.9×0.19×428
My-0.342 KN.M
using E=2G[1+μ].....Take μ=0.3]
2×105=2g[1+0.3]
G=76.92×103N/mm2 Mpa
hy=[100-6.4]=93.6mm
Ib=∑b.t33
=2×500×6.433+93.6×433
It=10.73×103
Iw=[1-βf]βf×Iy×hy2.....βF=0.5]
=[1-0.5]×0.5×24.8×104×93.62
=543.18×106
LLT=4000mm
Mc0=√(π2EIy(LLT)2)[GIe+π2EIw(LLT)2]
=5.23×106 N...
λLT=√βb×Zpfy/Mcr≤√1.2Zc×fy/Mcr
=1.35≤1.37
safe
ϕlt=0..4[1+αLT(λLT−0.2)+λLT2]=1.53
κLT=1ϕLT+[ϕ2LT−λ2LT]0.5=0.44
fing =κLT×fyγmo=100MPa …