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RE: STEEL:Allowable Bending of Single Angles

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Check out the 9th Edition AISC page 5-309 "Specification For Allowable
Stress Design Of Single-Angle Members".  I think this will answer your

Jim Hagensen SE

> -----Original Message-----
> From:	lsmith(--nospam--at) [SMTP:lsmith(--nospam--at)]
> Sent:	Wednesday, February 11, 1998 9:38 AM
> To:	seaoc(--nospam--at)
> Subject:	STEEL:Allowable Bending of Single Angles
> Can someone clarify something for me:
> According to ASD 1989 9th edition, what is the allowable bending
> stress for
> single angles?  Our guys here have looked through the
> code, and it seems to be rather vague.  In the eighth edition (1978)
> there
> seems to be a more definitive stress indicated of 0.60 Fy.
> Thanks!
> Lorenzo