Subject: Re: Steel Moment Frame - Channel to TS Column - FR or PR Connec
From: Christopher Wright <chrisw(--nospam--at)skypoint.com>
Date: Mon, 24 Jan 00 13:32:54 -0600
>.....CHRISTOPHER WRIGHT, ARE YOU THERE?..........HELP!!......
I think you're asking for a weld burn-through or lamellar tearing on this
one. The first thing I'd try is FEA on the connection to see what the
load path really looks like.
Christopher Wright P.E. |"They couldn't hit an elephant from
chrisw(--nospam--at)skypoint.com | this distance" (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)