Hi,
I am sizing the Emergency Pressure Relieve Valve for an API 650 Tank. It does not have internal pressure so the MAWP is limited to the basic calc of roof weight/cross sectional area of the tank which results in MAWP=1.96 inWC.
I have already sized the set for the PVRV in 1 inWC. When I...
Hi everybody,
When I am determining the frangible roof area (A), I use the formula in 5.10.2.6.
Checking the roof to top angle compression ring. It is limited to details a-e in fig. F-2. Based on these details, I can determine the participating area for the shell (As) and the participating...
Hi everybody
My question is the next one:
Is it true that frangible joint is only use for tanks in which internal pressure doesn´t exceed the weigth of the roof?
I am asking because I am about to design a tank with working pressure= 8 in H2O. About this pressure, what should be the design...
Dear all,
In the compress report specifically in pressure summary. The MAWP for the nozzles depends of what?
I am asking because I think the MAWP should be given by the ASME B16.5 and I am doing a vessel in which the report indicates a MAWP lower than given for ASME B16.5 at the indicated...