From: "Joseph R. Grill" <jbotch(--nospam--at)micron.net>
Date: Wed, 17 May 2000 12:34:59 -0600
It seems this subject may have been discussed before, but I
am in quite a discussion at the moment on this subject. My
question is: Under what conditions, if any, are welded up
moment frame connections allowed in a seismic zone 3 or 4.
What restrictions, qualifications, requirements for use? I
work in seismic zone 3, somewhat isolated and have been
using bolted moment frames since Northridge. I am still
noticing welded up moment connections, and I'm wondering
what they know that I don't to be able to do this.
Joseph R. Grill, P.E.