vesselguy
Petroleum
- Feb 25, 2002
- 386
Hi all,
The interesting post on flange load design got me thinking about the existing ASME/ANSI B16.4/B14.3 flanges and whether they would pass the rigidity factor test in Appendix 2. Has anyone done a project where they did a rigidity check of off-the-shelf ANSI flanges with piping loads, hydro, and bolting loads?
Also, I am writing up a standard right now and I wrote this requirement in for custom flange design.
"4.3.9 Custom designed flanges shall be checked for likely hood for in-service leakage by calculating the flange rigidity factor (J) per Appendix 2. Flange thickness shall be increased if J < 1.0. The applied moment (Mo) in the equation shall include the combination of all in-service loads including external piping loads."
What do some of you experts think about what I wrote? Critique is welcome to help me improve on this requirement.
The interesting post on flange load design got me thinking about the existing ASME/ANSI B16.4/B14.3 flanges and whether they would pass the rigidity factor test in Appendix 2. Has anyone done a project where they did a rigidity check of off-the-shelf ANSI flanges with piping loads, hydro, and bolting loads?
Also, I am writing up a standard right now and I wrote this requirement in for custom flange design.
"4.3.9 Custom designed flanges shall be checked for likely hood for in-service leakage by calculating the flange rigidity factor (J) per Appendix 2. Flange thickness shall be increased if J < 1.0. The applied moment (Mo) in the equation shall include the combination of all in-service loads including external piping loads."
What do some of you experts think about what I wrote? Critique is welcome to help me improve on this requirement.