pennpiper: PG-52 is Section I of BPVC, so I did mention it in the original post. I guess I didn't realize that you wouldn't know that unless you knew that part of the BPVC Code
DekDee: thanks for digging! An engineer at our company that recently left liked to apply Code methodology where the Code allows for 'sound engineering judgement'. In this instance it appears he thickened the wall required in B31.1 by using a ligament efficiency as calculated in Section I in an application where the piping carried water to or from a Section I economizer and there were some branch connections relatively close to one another. This seems alright by me, but I think (as BPVC seems to do) it obscures what's really happening in that area in terms of stress. Since a precedent has been set, I may use the same method where applicable.
GenB: I assume you're describing PG-52? I'm not sure if you're trying to direct me somewhere or......
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