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RE: UFC Seismic Design Crit

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The proponent in USACE CERL left his position. The last thing that I knew (2 week old information) the UFC 3-301-04 was still in review.

I have the draft issue, and it is a departure from the TI 809-04. Most structures will just be designed according to the IBC. Critical structures will be designed to remain linearly elastic.

Regards,
Harold Sprague





From: David Topete <davetopete(--nospam--at)yahoo.com>
Reply-To: <seaint(--nospam--at)seaint.org>
To: SEAINT List <seaint(--nospam--at)seaint.org>
Subject: UFC Seismic Design Crit
Date: Thu, 23 Feb 2006 10:07:02 -0800 (PST)

Hi all,

Does anyone have any knowledge of when UFC 3-310-04 "Seismic Design for Buildings" will be released? Maybe Mr. Sprague may have some knowledge of this. Thanks for any info.

DT, SE
SF, CA


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