Blind flange calculations
Blind flange calculations
(OP)
On a vessel we are designing we will be using a blind flange on one end. Being a novice at ASME VIII division 1, I am left uncertain as to what paragrahps I should look to when calculating whether the blind flange we have designed will be sufficient for the intended duty.
Any advice on where to look?
Any advice on where to look?





RE: Blind flange calculations
RE: Blind flange calculations
gr2vessels
RE: Blind flange calculations
Regards,
Mike