Both of u correct. As per sec IX u r correct and As per Sec8 ( referring code) he is also. While choosing the WPS, to be careful whether it address all requirements of Reference code.
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On Thu, Apr 18, 2024 at 1:33 PM Shivasankar A <shivasankar2593@gmail.com> wrote:
Thank you Mr. Srinivas. I got what I was looking for, through your response .--On Wed, Apr 17, 2024 at 7:35 PM srinivas rao <engr.srini@gmail.com> wrote:--Due to the PWHT requirement for joints over 38mm - refer to UCS-56Thanks & RegardsSrinivas RaoOn Wed, Apr 17, 2024 at 2:14 PM Shivasankar A <shivasankar2593@gmail.com> wrote:Dear team,can anyone clarify my issue.During the preparation of WPS & PQR of SA 516 GR 70 to SA 516 GR 70 - 10mm Plate Groove weld, my AI (Authorised Inspector) was insisted me to put the Thickness range for fillet weld as 38mm maximum in both WPS & PQR.I am unable to understand this. Because as per ASME Section IX Table QW451.4 - All groove weld tests can qualify "All fillet sizes on all base metal thicknesses and all diameters" So according to my understanding it should be unlimited but why my AI insisting me to put as 38 mm max..Pls Clarify.Regards,Shivasankar A--
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