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STEEL:Allowable Bending of Single Angles

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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.