The client's spec requires charpy testing at -20 of plates 3/4" and thicker, if they are used as primary structural steel members. We purchased 3/4" plate in advance, not intending to use it for primary steel members (all primary steel structure was supplied to us).
Now we have to weld in some...
I'm looking at a vessel designed to ASME Sect VIII Div 1. We are concerned that 2 of the nozzles may be misaligned.
Does sect VIII Div 1 or another code specify the max allowable angular tolerance for vessel nozzles?
Customer and vendor drawings do not show any tolerances, and I don't have...