braves25
Structural
- Jan 2, 2004
- 64
Hello all,
Please see attached sketch. I am needing to weld a HSS4x4x5/16 beam to a HSS4x4x5/16 column.
The arch is wanting a flush weld. So that I actually have some "throat" thickness left after grinding, I was going to bevel the ends of the HSS beams so that when everything is ground flush, there would be throat thickness remaining.
Does this seem acceptable?
If so, with the rounded corner of the column and the bevel end of the beam, what would be the appropriate weld symbol (including the grind flat symbol)?
This weld would be all around as well, so the top and bottom of the beam would have the bevel but would be connecting to the flat face of the HSS column.
Thank you for any help/suggestions.
Please see attached sketch. I am needing to weld a HSS4x4x5/16 beam to a HSS4x4x5/16 column.
The arch is wanting a flush weld. So that I actually have some "throat" thickness left after grinding, I was going to bevel the ends of the HSS beams so that when everything is ground flush, there would be throat thickness remaining.
Does this seem acceptable?
If so, with the rounded corner of the column and the bevel end of the beam, what would be the appropriate weld symbol (including the grind flat symbol)?
This weld would be all around as well, so the top and bottom of the beam would have the bevel but would be connecting to the flat face of the HSS column.
Thank you for any help/suggestions.