CandCQC
Structural
- Feb 27, 2009
- 24
I have a WPS that has been qualified to section IX. The PQR specimen was welded in the 1G position and P1 material was used. All requirements of QW-452, QW-160, & QW-194 were met. Due to a conflict of interests I need to pose the question "What is the max fillet weld size allowed per this WPS in the qualified position?"