trainguy
Structural
- Apr 26, 2002
- 706
All,
I often have spec'd fillet welds on the edges of 0.094 and 0.125 steel sheet, such as in ring or slot welds. I have also often regretted specifying these due to the poor observed results (too much weld, distortion, burned edges)
AWS D15.1 mentions that various processes are acceptable for these types of welds.
Shouldn't these always be GTAW? Is any guidance available on this practice?
tg
I often have spec'd fillet welds on the edges of 0.094 and 0.125 steel sheet, such as in ring or slot welds. I have also often regretted specifying these due to the poor observed results (too much weld, distortion, burned edges)
AWS D15.1 mentions that various processes are acceptable for these types of welds.
Shouldn't these always be GTAW? Is any guidance available on this practice?
tg