Ballbearing wrote:
svghate,
Mauro did not say he was qualifying a 40 mm plate to enable him to weld on a 38mm plate without PWHT.
Of course a 20 mm plate would be an acceptable alternative but he already has a PQR he has previously qualified on 40 mm plate without PWHT.
Your reference to unlimited thickness as per ASME IX is irrelevant because the construction code overrules ASME IX and Mauro has informed us it is ASME VIII,
I am still waiting for Mauros response to find out if it is a loaded question.
Regards,
BB
Yes, a QCM with little experience of tht Code, made PQR using T=40 mm. It would have been so easy to weld (t) 38 mm only and, since 100 °C preheat was applied would have been in accordance with Sect. VIII.
The PQR is written, the mechanical tests report thk 40 mm, there is no chance to change anything now.
My opinion is that it can be accepted to support a WPS for t=38 mm. to be used for Sect.VIII Div. p.v. because the PQR was made in accordance with Sect. IX, which does not mandate for PWHT, but only records whether it is made or not. I would have been more happy if the PQR respected Sect. VIII. of course.
I would like to have opinion on this and not suggestions for alternate PQR.
mauro
mauro