kany
Materials
- Dec 9, 2010
- 20
Dear All,
We have a WPS which is qualified for P1 Group 1&2 to P1 Group 1&2. A333 Gr6 to A350 LF2. PQR is impact tested. Now we have to weld P355 NL1 material on a stack ( S355 NL ). But these materials are unassigned as per ASME Section IX. I searched the web and found out that both materials are P1 GR 2. Can I weld structural steel material to structural steel material by using this WPS or do i have to prepare new test coupons from these two materials? Our QC Manager told that you cant add structural steel material and tubing material at the same time on the same WPS. Then what code should I use for qualifying these unassigned base materials?
I am really stuck!
We have a WPS which is qualified for P1 Group 1&2 to P1 Group 1&2. A333 Gr6 to A350 LF2. PQR is impact tested. Now we have to weld P355 NL1 material on a stack ( S355 NL ). But these materials are unassigned as per ASME Section IX. I searched the web and found out that both materials are P1 GR 2. Can I weld structural steel material to structural steel material by using this WPS or do i have to prepare new test coupons from these two materials? Our QC Manager told that you cant add structural steel material and tubing material at the same time on the same WPS. Then what code should I use for qualifying these unassigned base materials?
I am really stuck!