RFreund
Structural
- Aug 14, 2010
- 1,885
See attached for question regarding the flare-bevel weld. In this case it would be say a 3/8" plate to a 8x8x3/8" or 1/2" HHS member.
The question is does the plate need to extend to the flat surface of the perpendicular face or can it stop short. If I understand correctly in order for the weld to be prequalified it would need to extend to the other flat surface.
My problem is that I would like to have a plate on each face but there are other options to accommodate this problem; I'm more interested to know if this weld is allowed and why/why not. I will most likely change the size of the members to accommodate the connection and allow fillet welds on the plates.
Thanks!
EIT
The question is does the plate need to extend to the flat surface of the perpendicular face or can it stop short. If I understand correctly in order for the weld to be prequalified it would need to extend to the other flat surface.
My problem is that I would like to have a plate on each face but there are other options to accommodate this problem; I'm more interested to know if this weld is allowed and why/why not. I will most likely change the size of the members to accommodate the connection and allow fillet welds on the plates.
Thanks!
EIT