bookowski
Structural
- Aug 29, 2010
- 983
What is the appropriate weld for an HSS to HSS splice at a dogleg in a stringer? This is exterior so it needs to be closed. I was looking on a welding forum and they were howling about engineers calling out cjp because of the difficulty of getting a backing bar to fit into this layout. Stresses are well below capacity of hss so I don't need cjp for strength, just need an all around weld that is reasonably easy to achieve.