Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: AISC Floor plate bending capacity table

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I am not sure why l/164, but you should be aware that a member that
deflects more than 1/2 of its depth, (I believe I am quoting this
correctly) will begin to develop significant membrane stresses (ie
tension and bending).

Jim Kestner, P.E.
Green Bay, Wi.