Can anyone assist please.
We have been asked by our client to verify as part of our
design calculations, the size of the nozzle used as the tank overflow.
We have satisfied the venting requirements from the associated API 2000 but we cannot see from either API 650
or API 2000 where the rules...
Yes, I am looking for methodology for both ASME & PD5500.
Vessels are designed by our client but we must test in
the horizontal. Design Pressures given are vertical at Top.
Test will be with water at ambient (min 7deg).
Client asks for us as the manufacturer to confirm the pressure horiz but...
I am looking for a definitive method/formula for accounting for static head. Vessel design criteria & specified test pressures are vertical at top.
Vessels are too big to test this way in our shop & therefore
test pressures must be adjusted to reflect pressure at base of vessel.
We have...
Assistance please.
I have a column which is to be constructed in accordance with ASME VIII Div1 & have completed the calcs to suit. The column is to be sited in europe therefore the PED is applied.
When putting the hydrostatic test pressures on GA drg how do I determine the correct test...
We have a bolt tension to apply of 1800Nm. The torque equipment we will hire will be calibrated in bar(g) or psi. Does anyone know how to convert torque setting into the reference psi/bar figure.
Can anyone shed light on a welding spec we have been quoted for a repair job for a crane/associated equipment. Client has quoted welding to "1E 0099E". We are not failiar with this reference & wondered if anyone else has come across it?
Gents,
I am looking to understand fatigue assessment to Annex C. We have a calc which determines the principle stresses f1, f2 & f3 based on formulae we have.
What I am looking for is where do these formula come from. I have looked in Bednar & Moss but have not found them.
Principle Stress...
