I'm looking for the minimum thickness of HSS wall B based on PJP prequalified single bevel groove weld BTC-P4 shown in aisc 360-10 p8-56.
The minimum dimension "X" is not shown in the diagram, but i suspect it's 1/8" based on note k, although it's a little vague.
With a minimum dimension of 1/8", that means the HSS wall has to be 3/8" or thicker to use this cap plate weld, structurally. We would like to use it with 1/4" thicknesses.
Normally, that wouldn't matter but we're trying to work out a typical detail for a concealed HSS header connection that would utilize the cap plate. The weld wouldn't need to take much force, though.
Anyone have a workaround or insight? Im thinking I might need to use a single V groove weld BC-P2 shown on p8-54 but that sounds like a pain to fabricate over and over.
Side notes:
[ul]
[li]Yes, i understand that this weld is normally a nonstructural square weld[/li]
[li]A fillet weld is not an option for this condition since it will protrude from the wall cavity.[/li]
[/ul]
The minimum dimension "X" is not shown in the diagram, but i suspect it's 1/8" based on note k, although it's a little vague.
With a minimum dimension of 1/8", that means the HSS wall has to be 3/8" or thicker to use this cap plate weld, structurally. We would like to use it with 1/4" thicknesses.

Normally, that wouldn't matter but we're trying to work out a typical detail for a concealed HSS header connection that would utilize the cap plate. The weld wouldn't need to take much force, though.
Anyone have a workaround or insight? Im thinking I might need to use a single V groove weld BC-P2 shown on p8-54 but that sounds like a pain to fabricate over and over.
Side notes:
[ul]
[li]Yes, i understand that this weld is normally a nonstructural square weld[/li]
[li]A fillet weld is not an option for this condition since it will protrude from the wall cavity.[/li]
[/ul]