API 650 - Allowable External Loads on Tank Shell Openings
API 650 - Allowable External Loads on Tank Shell Openings
(OP)
Hi, I am trying to figure out how to extract the data from the P.2a to P.2l graphs. There is an example problem on P.2.9.1 and in the solution it gets a value of 3.1 x 10-4 for KR/E(2a) on Figure P.2a. I enter that figure and dont understand how to get that value. Is there a tabulated graph or equation to do it?
Thanks in advance for your time.
Thanks in advance for your time.
RE: API 650 - Allowable External Loads on Tank Shell Openings
RE: API 650 - Allowable External Loads on Tank Shell Openings
The two additional lines you are adding to the graph, how do you interpolate them? Linearly on the graph or do you have to consider it is a logarithmic scale?
I did get the equations for the three original lines from a/R (they are approximate)
a/R = 0.005
KR/(E * 2 * a) = 41285 * (R / t)^-2.566
a/R = 0.02
KR/(E * 2 * a) = 66.762 * (R / t)^-1.975
a/R = 0.04
KR/(E * 2 * a) = 13.971 * (R / t)^-1.823
RE: API 650 - Allowable External Loads on Tank Shell Openings