
Originally Posted by
FATHI
Tanks = API 650up to 2.5 psi design pre , which is low
API 620up to 15 psi design pre , which is also low
Seismic and wind are treated differently in API ( See for instance appendix E in API 650 ..)
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Now = other vessels and COLUMNS as per ASME VIII
design pressure to determine the thickness , a bit similar to your piping in B31.3
based on = circumferential stress = P*R/ t
Note = if you have external pressure there an other additional check stated in ASME
longitudinal stress due to pressure = 0.5 * circumferential stress
You have to check =
stress = (longitudinal stress due to pressure) +/- (stress due to wind ) - (stress due to own weight )
stress = (longitudinal stress due to pressure) +/- (stress due to earthquake ) - (stress due to own weight )
They are textbooks in this site , go there and read atleast some basics, for instance =
Pressure vessel design handbbok by Bednar
or
The pressure design manual by Moise
or CAST book
Also ASME VIII div & , in its appendix L , has some top good examples
Above is implemented in software such as PV elite, or Compress but it important to understand what you are doing and before jumping onto a software
take care and good luck
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