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

Economical Stitch Weld

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Is there a rule of thumb for the economical spacing of a stitch weld?  I
am welding a shelf angle to a tube.  I don't need a continuous weld,
actually less than an inch per foot.  I was thinking of specifying 2" @
12" o.c.  Should I have a spacing less than 12 inches?  I typically
require staggered welds of the top & bottom weld of angle to tube.

Juno offers FREE or PREMIUM Internet access for less!
Join Juno today!  For your FREE software, visit:

*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: