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RE: ST - Allowable stresses for steel tees

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If the depth/thickness ratio is less than the limit in Table B5.1 (no Qs
value shown in Part 1 tables) it's a non-compact section.  If over the
limit, see Appendix B5.2.a for limited compression allowable.

> ----------
> From: 	Bill Sherman[SMTP:SHERMANWC(--nospam--at)]
> Sent: 	Wednesday, October 08, 1997 10:54 PM
> To: 	seaoc(--nospam--at)
> Subject: 	ST - Allowable stresses for steel tees
> What is the allowable bending stress per AISC-ASD for a steel tee (WT)
> with 
> the web in compression?  It does not appear to be covered by the
> descriptions 
> in Chapter F of AISC for allowable flexural stresses.