To: "SEAOC Newsletter" <seaint(--nospam--at)seaint.org>
Subject: Re: Welding Code AWS D1.1
From: Christopher Wright <chrisw(--nospam--at)skypoint.com>
Date: Sat, 17 Apr 99 11:12:08 -0500
>add to the bot. flg. by
>welding identical pieces of steel to each side ... creating width
>differential at the mid span . Would this beam become overstressed under
>the same loading condition, develop cracks and eventually fail? If it does
>then "LESS IS MORE". Remember in this case we ADDED to the bottom flange.
This whole damn thread is is really just fundamental strength of
materials. The stress will increase at the weld joint where the flange
suddenly gets wider. The increase will be highly localized and may be as
much as 3-4 times the nominal stress in the original beam. If the welding
is done improperly and the member is subject to enough load cycles, a
crack will eventually develop and failure will occur.
This thread is really a little scary. Fracture in welded structures isn't
exactly the newest thing to hit the street. Even a casual look at the
Steel Construction Manual shows the effect of welding details on
allowable cyclic stress.
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)