0
642views
check for buckling resistance of section
1 Answer
0
0views

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/Mcr1.2Zc×fy/Mcr

=1.351.37

safe

ϕlt=0..4[1+αLT(λLT0.2)+λLT2]=1.53

κLT=1ϕLT+[ϕ2LTλ2LT]0.5=0.44

fing =κLT×fyγmo=100MPa …

Create a free account to keep reading this post.

and 2 others joined a min ago.

Please log in to add an answer.