Chris,
The existing pipe which I will reuse is an A53-B smls pipe and I considered .063" corrosion allowance and .125% of the specified wall thickness of the schedule to be safe. Is it necessary to calculate for other stresses other than calculating the required thickness as required by ASME B31.3 304.1.2(3a)? I assume good workmanship as regards to the welds.
[Non-text portions of this message have been removed] Received on Tue Nov 01 01:03:00 2005
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