To: "INTERNET:seaint(--nospam--at)seaint.org" <seaint(--nospam--at)seaint.org>
Subject: RE: storage racks with partially restrained moment connections - wind frame analysis in high seismic zones
From: Peter Higgins <76573.2107(--nospam--at)compuserve.com>
Date: Mon, 19 Mar 2001 21:19:05 -0500
Message text written by INTERNET:seaint(--nospam--at)seaint.org
>The 1997 NEHRP, ASCE 7-98, and the IBC simply states that the storage rack
installation shall accommodate seismic displacements, and that the assumed
displacements are not less than 5% of the height.
Harold O. Sprague<
Are you sure? H/20 is one h... of a drift. I don't know if even my "flimsy"
designs would satisfy that one.
Peter Higgins, SE