Return to index: [Subject] [Thread] [Date] [Author]

RE: Shop Splices of Steel Beams

[Subject Prev][Subject Next][Thread Prev][Thread Next]
It can be acceptable, if it is just a gravity load carrying beam, and it is
tested.  I would request testing by an AWS certified tester using Ultrasonic

Harold Sprague

> -----Original Message-----
> From:	Jim Kestner [SMTP:jkestner(--nospam--at)]
> Sent:	Monday, February 14, 2000 11:35 AM
> Subject:	Shop Splices of Steel Beams
> 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?
> Jim Kestner
> Green Bay, Wi