Crompto29
Mechanical
- Sep 25, 2008
- 45
I am designing a manway for a Vessel. The vessel shell thickness is 10mm.
I would like to weld a 40mm thick 600mm diameter manway into the vessel. It will be 300mm deep. So essentially it is a set through nozzle.
The manway door is inside the chamber and self seals to the end of 40mm thick 'nozzle' using the vessels internal pressure. See attached pdf.
My question is: Why does PD 5500 limit the thickness of a nozzle to twice the shell thickness?
Does this only apply to Nozzles with connections? Does it exclude manways that have no load?
I am tempted to design the 300mm long set through 'nozzle' as a set through pad but it looks nothing like a pad.
Any advise/references would be appreciated?
I would like to weld a 40mm thick 600mm diameter manway into the vessel. It will be 300mm deep. So essentially it is a set through nozzle.
The manway door is inside the chamber and self seals to the end of 40mm thick 'nozzle' using the vessels internal pressure. See attached pdf.
My question is: Why does PD 5500 limit the thickness of a nozzle to twice the shell thickness?
Does this only apply to Nozzles with connections? Does it exclude manways that have no load?
I am tempted to design the 300mm long set through 'nozzle' as a set through pad but it looks nothing like a pad.
Any advise/references would be appreciated?