Could any gents in the house help me with these code interpretations?
Note-1: A PQR was Impact tested at -46 C, on a 50mm Dia Pipe (Wall Thickness=12mm) Deposited Weld Metal: GTAW=2mm & Balance GMAW (10mm). welded on material ASTM A350 LF2 ( P no 1 and Gr no 2 ) on position 1G rotated
Note-2: Can the above PQR support a WPS
1. welded on material ASTM 105 N ( P no 1 and Gr no 2 ) welded on process GMAW with weld metal thkn 10mm on position 1 F
Any code case, ASME IX interpretation or reference that we can refer to.
Regards
Philip T
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