z9rjword
Mechanical
- Nov 21, 2002
- 1
Part UW-12 (d) of ASME Section VIII states that E=1.0 for circumferential stress calculations when the requirements for UW-11(a)(5)(b) are met, and E=0.85 when UW-11(a)(5)(b) is not met or when the welds are types 3-6.
Does this cover both type 1 and 2 welds? Is there any situation where the circumferential stress calculations on a seamless vessel section or head would have an E=0.65 due to non-radiographed Category B, type 2 circumferential welds (UW-12 (d) does not specifically identify type 2 welds as it does with the others)?
Thanks,
z9rjword
Does this cover both type 1 and 2 welds? Is there any situation where the circumferential stress calculations on a seamless vessel section or head would have an E=0.65 due to non-radiographed Category B, type 2 circumferential welds (UW-12 (d) does not specifically identify type 2 welds as it does with the others)?
Thanks,
z9rjword