From: Attila Beres <Attila.Beres(--nospam--at)Englekirk.com>
Date: 26 May 00 11:05:22 -0700
Thank you for Mike Valley to correct my misread of the 0.0025 interstory drift value.
Michael Bryson brought up the point about about the reasonableness of this value. I am curious has anybody came across a structural component that would have failed under 0.25% drift (0.36" deformation of a 12' story)?