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Re: The Most Ridiculous Item of the Day (with apologies to Bill O'Reilly)

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In a message dated 1/11/06 1:48:41 PM Pacific Standard Time, sharon(--nospam--at) writes:
"...but I seem to recall a section of the code where it was very clear
that, if Pu<0.10f'cAg, then the section can be considered a beam and not
a column. Unfortunately, I can no longer find that specific section in
the code.
Intresting, how does one design column or beam-column if the axial load is less than 0.10f'cAg