Dear Experts
ASME B31.3 does not specify what is the right method for tack-welding,ie-
1- directly tack weld on the root
2 - use bullet/bridge tack welding
Most of the time both are accepted by Client inspectors.
What is right method and why?
Pls advise
SeƱores, i trying to work with a sWPS B2.1-1-209-96 it is a GTAW/SMAW procedure, i want to use it whit ASME IX, but my supervisor don't let me because ASME B31.3 328.2.2 e) ; it says that the presure desing must not be superior to Class 300 B 16.5, the question is IS NOT POSIBLE TO USE IT FOR CLASS 900 OR SUPERIOR ?