I have seen, respect and value previously posted comments from both you guys. Maybe I'm just becoming a bit old fashioned, but you would think that by the 21st century, Code rules would be more in sync to the real parameters/variables that affect the metallurgy and structural integrity of a welded joint.
Let me ask you a follow-on question, if I may. AWS provides instruction to qualify a given stud weld setup including current, time and arc shield, and to document that setup in the PQR. Except for arc-shield, it appears that there are no limits to current and time (or other critical parameters) that can be used in the subsequent field WPS provided that the daily pre-production test demonstrates a sat result. If that is the case, why bother with a qual test and required 90 degree bend and tensiles, if a 30 degree pre-production bend test is equally discriminating. Can you tell that I'm a bit lost in the technical logic of the AWS Code on stud welding?