uscme1997
Mechanical
- Jun 19, 2008
- 15
So I am evaluating an existing API 650 tank for emergency venting (fire case). The tank is anchored, so per 3.10.8.3.b the limit on internal pressure for emergency venting is determined via F.4.1. The tank has been constructed with an ASME F&D head, with no compression ring. The equation for pressure in F.4.1 requires inputs based upon the compression ring design and slope of the roof. So I am finding it difficult to calculate the allowable pressure (since there is no compression ring). Any help out there for this case?