abbver98
Mechanical
- Jun 21, 2002
- 195
Hi,
I see that the reducing flange are allowed according to ASME B16.5. for example you can have a face of 10'' Class 150 and a hub of 2''. But i'm wondering if it's allowed to be used with design according to ASME B31.3. I think stress analysis should be made. What are your thoughts ?
I see that the reducing flange are allowed according to ASME B16.5. for example you can have a face of 10'' Class 150 and a hub of 2''. But i'm wondering if it's allowed to be used with design according to ASME B31.3. I think stress analysis should be made. What are your thoughts ?