if tack weld is removed from base metal, then yes need new WPS to support your tack weld thickness. or else can use GTAW WPS( if u have).
On Tuesday, February 8, 2022 at 2:07:18 PM UTC+3 Shivprasad Yadav wrote:
I have an existing WPS-PQR of SMAW process with impact testing requirement. Since the PQR was done with a 38mm plate the base metal thickness qualified is from 16 to 200mm when impact testing is required. For the same job where I have to do Tack welds for the fit-ups will this WPS-PQR suffice for the tack welds? or a separate WPS-PQR will be required?
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