JLNJ
Structural
- Oct 26, 2006
- 1,986
I would like to increase the weld size on an existing double-angle brace connection from 3/16" to 5/16".
Is this permitted by AISC? Is there an established procedure to do this? Since this is in a tough spot to access, the less grinding the better.
Obviously proper fusion is a concern, but it seems like this would be similar to a multi-pass weld.
The angle legs and gusset plates are 3/8". The remainder of the connection checks out - the brace-to-gusset connection is by far the weak link.
Is this permitted by AISC? Is there an established procedure to do this? Since this is in a tough spot to access, the less grinding the better.
Obviously proper fusion is a concern, but it seems like this would be similar to a multi-pass weld.
The angle legs and gusset plates are 3/8". The remainder of the connection checks out - the brace-to-gusset connection is by far the weak link.