Crompto29
Mechanical
- Sep 25, 2008
- 45
I design allot of set-in studded pads into vessels. Under internal pressure I use the alternative pressure area method.
However I now have a project with external pressure. Can I use the pressure area method for external pressure? My 3rd party design appraiser says go for it, however PD 5500 3.5.4.6 only specifies the regular method for external pressure and says nothing about the pressure area method.
The regular method is great for flanged branches. However it gets a bit over detailed with redistributing the area into a studded pad. And then carrying out a grouped opening design for two close together studded pads can become a mess. For this reason I regularly use the simpler pressure area method.
PVElite is no help as it doesn't handle studded pads very well.
However I now have a project with external pressure. Can I use the pressure area method for external pressure? My 3rd party design appraiser says go for it, however PD 5500 3.5.4.6 only specifies the regular method for external pressure and says nothing about the pressure area method.
The regular method is great for flanged branches. However it gets a bit over detailed with redistributing the area into a studded pad. And then carrying out a grouped opening design for two close together studded pads can become a mess. For this reason I regularly use the simpler pressure area method.
PVElite is no help as it doesn't handle studded pads very well.