tc7
Mechanical
- Mar 17, 2003
- 387
ASME Section IX QW-404.5 and AWS D1.6 Table 4.6 both discuss or list "A-Numbers" for weld metal analysis. What is the purpose of these A-Numbers? Is it the expected composition of the as-purchased fillers or is it the composition of the diluted weld metal for the entire joint?
My real task is to find out when it may be required by Code to run PQR tests beyond typical bend, tension or CVN if there may be concern about chrome depletion in various grades of 300 and 400 series stainlesses. I know it is always my perogative to run such tests, but strict adherence to Code requirements do not seem to get me there. I am wondering if the A-Number qualification variable is a cloaked requirement for running sensitization tests when qualifying new WPS's for stainless weldments.
Thankyou for advice on this.
My real task is to find out when it may be required by Code to run PQR tests beyond typical bend, tension or CVN if there may be concern about chrome depletion in various grades of 300 and 400 series stainlesses. I know it is always my perogative to run such tests, but strict adherence to Code requirements do not seem to get me there. I am wondering if the A-Number qualification variable is a cloaked requirement for running sensitization tests when qualifying new WPS's for stainless weldments.
Thankyou for advice on this.