Just one question !!!
i am working in water pipe line project ( 28" O.D - 0.5 mm thickness - 60 bar working pressure - API 5L X52 pipes),
and now we facing a problem! big problem!!
The ASME code B31.4 - 1998 (para 4062.2) state that if the hoop stress is more than 20% of the maximum yield strength the miter cut is prohibited, and in our case the hoop is stress is 39% of the maximun yield, so we preventing him from cuttin, but he gave us the AWWA M11 (chapter 9 - elbowes and miter cut) that state that till 5 degree u can do it by miter cut in one pipe or both without any problem, and there is a friend was working in shell till me miter cut is generally prohibited in pipe line it has to be bending.

so what is the right?
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