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TS Bm Web Buckling

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I have a fairly heavily loaded TS section used as a bm.  I want to check the 
vertical (webs) of the section for web yielding and crippling, but using ASD 
methodology.  I know that makes some of you shake, but for office politics I 
must.  Is it OK to use equations from chapter K of the specs to do this as 
used on pages 2-141 and 142 using 2 walls instead of one web (from the bm in 
the example).

Also, are there any ASD texts out there written to ASD design of tubular steel 

Joseph R. Grill, PE

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