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Re: Allowable Stress

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For plate bending about strong axis, if it's your question, I'm using general formula (0.6Fy) plus considering stability of plates under bending moments, e.g. formula in Roark's book.
Fariborz Tehrani,                      Phone: (310)509-8826
Civil Engineer                           Fax: (530)481-9532
BSCE, MSCE, PE                    Voice Mail: (877)743-6206
email: fmtehrani(--nospam--at)hotmail.com


From: RajSTC(--nospam--at)aol.com
Reply-To: seaint(--nospam--at)seaint.org
To: seaint(--nospam--at)seaint.org
Subject: Allowable Stress
Date: Fri, 19 Nov 1999 12:10:54 EST

I am foxed! In the ASD Steel Manual, where is the formula (or discussion) for
determining allowable bending stress for rectangular sections bending about
the strong axis? (Section F2 on page 5-48 covers allowable stress for weak
axis bending).

Raj




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