Need a book? Engineering books recommendations...

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

Re: Splicing of steel beam.

[Subject Prev][Subject Next][Thread Prev][Thread Next]

At 1/3 of the span the "low" moment will be at about 90% of the maximum, not too much of relief.  Even if the the beam does not carry any noteworthy load, the flanges will be about 3/4" thick .  Imagine welding in the open air... 

I would agree with Thor (unless the beam is exposed).  If it is, I would specify the best firms available for welding, inspection, and TESTING.

Steve Gordin SE
Irvine CA

On 1/18/08, Daryl Richardson <h.d.richardson(--nospam--at)> wrote:
        I don't like this but I have done it in the past.  I would locate the weld at a point of low moment or have someone specializing in welding inspection do a full inspection of the weld.  By low moment I mean low relative to the full moment capacity of the beam.
H. Daryl Richardson
----- Original Message -----
From: Mike Hokama
Sent: Friday, January 18, 2008 11:22 AM
Subject: Splicing of steel beam.

I am working on a project where they are trying to install a new steel wide flange beam approximately 55' long inside of an existing restaurant and the contractor is asking about whether it is possible to bring the beam inside the building in sections and then welding it together. Is there any problem with doing that provided the welds are full penetration?
Thanks in advance for any insight,
Mike H

V. Steve Gordin, Ph.D.
Structural & Civil Engineer
Irvine CA