motorlug
Mechanical
- Feb 15, 2008
- 4
I am analysing a 10" Stub Acme studded connection which is thick-walled. The connection has drilled holes which don't penetrate through the vessel wall and is subjected to internal pressure.
I am unable to use ASME 2007, Section VIII Division 2 Part 4.3.9 because the connection is thick-walled and it is a studded connection.
Can anyone advise how to evaluate the local allowable stress at the drilled holes?