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RE: Sanitary Structures

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Since axial load in a column reduces steel tension, I would use Cd = 1.0 for
the axial load.

	-----Original Message-----
	From:	Chris Towne [SMTP:chris_towne(--nospam--at)hotmail.com]
	Sent:	Thursday, December 31, 1998 12:40 PM
	To:	seaint(--nospam--at)seaint.org
	Subject:	Sanitary Structures

	When designing columns in sanitary structures (water treatment plant

	tank), do I only multiply the factored moment by 1.3 or do I do both
the 
	moment and the axial load?

	Chris Towne

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