From: Jim Kestner <jkestner(--nospam--at)somervilleinc.com>
Date: Mon, 14 Feb 2000 11:34:54 -0600
If a full penetration welded connection is provided in a beam and there
are no fatigue considerations, is this an acceptable condition to allow?
Should I required that the splice be tested? By what method?
Green Bay, Wi