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Posted on 2/3/16 at 7:31 pm to Pectus
quote:
Everything on Earth is made from materials from Earth.
Do you even aliens, bro?
Posted on 2/3/16 at 7:46 pm to weskarl
quote:
Depends on what kind of vessel. I'd de-rate linearly from original wall thickness but I sure as shite wouldn't pressure up until I had a new stamp
I have the strangest boner right now.
Posted on 2/3/16 at 7:57 pm to redbaron
Yeah, you roll the direction die and move the template 2d6-BS inches that direction
Eta: forgot the unit of measure: inches...sorry calculus is hard
This post was edited on 2/3/16 at 7:59 pm
Posted on 2/4/16 at 10:58 am to IceTiger
If it is an relatively thin remaining wall thickness, you can approximate it by calculating the shear stress in the bottom of the hole through internal pressure. This would assume a local shearing/blowout of the hole due to the pressure inside.
From a general rupture perspective, if the holes holes are generally small, they will be reinforced by the surrounding area and not lead to a general rupture.
If you want this case, you could use API-579/ASME FFS-1 and treat as a local thin area.
EDIT: Dammit, page didn't refresh so bumped this bullshite.
From a general rupture perspective, if the holes holes are generally small, they will be reinforced by the surrounding area and not lead to a general rupture.
If you want this case, you could use API-579/ASME FFS-1 and treat as a local thin area.
EDIT: Dammit, page didn't refresh so bumped this bullshite.
This post was edited on 2/4/16 at 11:00 am
Posted on 2/4/16 at 10:59 am to redbaron
The answer is 42
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