ASME B31G-2009
ASME B31G-2009
(OP)
Hi all,
I have a question please regarding the ASME B31G 2009 for level 1 evaluation.
The equation for SF for z equal or higher to 50 is given on page 6.
For z lesser than 50 (page 5), there is no mention for SF. Should one use the same equation?
Thank you for the help,
OKCorall
I have a question please regarding the ASME B31G 2009 for level 1 evaluation.
The equation for SF for z equal or higher to 50 is given on page 6.
For z lesser than 50 (page 5), there is no mention for SF. Should one use the same equation?
Thank you for the help,
OKCorall





RE: ASME B31G-2009
For z less than 50, the M equation is on the bottom of page 5; for z over 50, the M equation is at the top of page 6. Use the calculated M value in the S_f equation at the top of page 6.
RE: ASME B31G-2009
I've been trying to implement the ASME B31G calculations at ht
Any feedback?
I'm trying to understand some of the background.
Is Sflow more or less the yield stress and Sf the failure stress for the pipe?
-Jeff