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Re: seismic load combination for foundation of storage mezzanine

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Hi,
If not live load, then I should be able to put some of that weight in 0.9D
to reduce the eccentricity on the foundation. But can we do that?

Reza Dashti

From: Jnapd(--nospam--at)aol.com
Reply-To: <seaint(--nospam--at)seaint.org>
To: seaint(--nospam--at)seaint.org
Subject: Re: seismic load combination for foundation of storage mezzanine
Date: Tue, 26 Mar 2002 15:32:02 EST

Don't think of it as live load think of it as 5' high full filing cabinets
would that be a problem.

Joe Venuti
Johnson & Nielsen Associates
Palm Springs,  CA





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