Legoman92
Structural
- Nov 9, 2021
- 28
Hi there,
We have a pipe between tanks (DN350) that is on quite an acute angle so the vertical hole in the tank is roughly 700mm long in the vertical. Would I treat this like a Dn700 pipe repad and specify a 1440 diameter repad? Or is there scope to adjust the width to a narrower repad and still qualify it as API 650?
We have a pipe between tanks (DN350) that is on quite an acute angle so the vertical hole in the tank is roughly 700mm long in the vertical. Would I treat this like a Dn700 pipe repad and specify a 1440 diameter repad? Or is there scope to adjust the width to a narrower repad and still qualify it as API 650?