GD_P
Structural
- Apr 6, 2018
- 128
Hello forum,
Can we use hollow cylindrical pressure part machined from rod / bar for ASME Sec VIII Div 1 application?
As per UG-14, we can use machined rods within the limits mentioned therein. But i am in dilemma after referring below interpretation,
I am referring 2019 edition code. UG-14 & above interpretation are contradictory.
So does it mean that we should neglect the old interpretation & follow the latest code? I heard that ASME withdraws interpretations which are incorporated in later editions of the code, but the above interpretation is still valid? Correct me if i am wrong.
Also, UG-14 specifies limits on rod / bar hot worked diameter. Now if we have rod material in stock with forged & annealed condition, how to identify whether this is hot worked or cold worked?
Your opinion please.
GD_P
Can we use hollow cylindrical pressure part machined from rod / bar for ASME Sec VIII Div 1 application?
As per UG-14, we can use machined rods within the limits mentioned therein. But i am in dilemma after referring below interpretation,
I am referring 2019 edition code. UG-14 & above interpretation are contradictory.
So does it mean that we should neglect the old interpretation & follow the latest code? I heard that ASME withdraws interpretations which are incorporated in later editions of the code, but the above interpretation is still valid? Correct me if i am wrong.
Also, UG-14 specifies limits on rod / bar hot worked diameter. Now if we have rod material in stock with forged & annealed condition, how to identify whether this is hot worked or cold worked?
Your opinion please.
GD_P