Hi guys
For a ASME Pressure vessel, The design software PV Elite suggest to maintain number of bolt in tension = 0.5 x Total Bolts in base plate.
Is any theory behind why we have to give one out of two bolt in tension?
Thanks
Dear all
While designing the nozzles on Dished heads, I receive below warning message on PV Elite calculation. Please advise we can ignore the warning or Finite element Analysis (FEA) is mandatory for such type of all Warnings
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Warning...
Hi all
During the design of Hub type self reinforced Nozzle on Pressure vessel as per ASME Sec VIII Div-1 using PV Elite, Like Hub thickness and Hub height, Is any requirement for NOZZLE NECK HEIGHT to be given as...