jshaw17
Mechanical
- May 24, 2007
- 14
At work we are using this spec DNV-RP-F105 and we are doing the static analysis (section 6.5). I am the intern so I have very little experience with this. So I have a couple questions
Can anybody explain to me the sign convention that is being used?
How can the internal pressure be negative?
And what exactly is meant by the effective axial force?
Thanks for any help you can give
Can anybody explain to me the sign convention that is being used?
How can the internal pressure be negative?
And what exactly is meant by the effective axial force?
Thanks for any help you can give