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Note: The C[sub]b[/sub] equation changed between the 1989 ASD Specification (9th edition Steel Construction Manual) (only good for linear moment
diagrams) and the 1999 LRFD (the twelfth [s]eleventh[/s] edition, so to speak, 3rd edition LRFD) which is more generally applicable.
Zoruba and Dekker (2005) covers this subject.
Note: Additional cases for C[sub]b[/sub] (including uplift) are discussed in Steel Design After College,
see the [url=https://www.eng-tips.com/faqs.cfm?fid=2806]FAQ[/url] for that seminar series and slides. As well as the AISC commentary.