Along this same line, how do you deal with *minimum welds*?
Yesterday I was faced with welding a 1/4" tube (12"x24" built-up section)
to a 1" baseplate. AISC *minimum weld* is 5/16" (thicker than the tube).
Structurally, 1/16" weld would be enough (if you could make one).
To get proper weld penetration into the base plate, you'll burn up the
Fortunately, this is not a "production" situation (only two columns, sized
for geometry, not strength). The shop will preheat the base plates so we
can make a decent weld.
'Any other ideas?
Fountain E. Conner, P.E.
Gulf Breeze, Fl. 32561
> From: Jake Watson <jwatson(--nospam--at)inconnect.com>
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Welding Tubes
> Date: Friday, February 11, 2000 8:25 AM
> Correct me if I am wrong, but the thickest fillet that can be considered
> as effective is the thickness of you thinnest element. So if you have a
> 1/4" col, the thickest fillet weld that can be used for calculations is
> Jake Watson, E.I.T.
> Salt Lake City, UT