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Re: seismic load combination for foundation of storage mezzanine

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The same goes for snow load components too.

Thor A Tandy  P.Eng
Victoria BC
Canada
e-mail: vicpeng(--nospam--at)telus.net
 
----- Original Message -----
Sent: Tuesday, March 26, 2002 1:24 PM
Subject: RE: seismic load combination for foundation of storage mezzanine

I would think that any weight that is used to generate the seismic load
could be included.  No weight, no seismic load.

Joseph R. Grill, PE

-----Original Message-----
From: Reza Dashti Asl [mailto:rezadashti(--nospam--at)hotmail.com]
Sent: Tuesday, March 26, 2002 2:01 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: seismic load combination for foundation of storage mezzanine

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