Dear Ramesh:
As Shashank said, you can use it if it reflects you actual welding conditions and PQR includes required tests and results. But this is always the engineer's decision (it's better to receive client's approval). If there are reasonable justifications, go ahead and use it.
As Shashank said, you can use it if it reflects you actual welding conditions and PQR includes required tests and results. But this is always the engineer's decision (it's better to receive client's approval). If there are reasonable justifications, go ahead and use it.
On Wed, May 28, 2014 at 9:12 AM, kannayeram gnanapandithan <kgpandithan@gmail.com> wrote:
AWS D1.1 is more stringent than ASME sec 9 regarding position and so on . Ref 4.1.1.2THANKS & BEST REGARDSKG.PANDITHAN, AWS-CWI, CSWIP 3.1CONSULTANT-WELDING & QUALITYOn Wed, May 28, 2014 at 8:50 AM, Shaik Basha <shaik8008@gmail.com> wrote:Dear Ramesh,--WPSs qualified to ASME IX code is allowed for AWS D1.1 welding with consent of buyer as stated in AWS D1.1 - 2010 clause 4.2.1.2.Moreover, the structure designed as per AWS will not be subjected to similar type of integrity tests as per ASME Sec VIII/B31.3/31.1 because ASME is for pressure vessels, boilers etc.Hope this will help.
On Friday, 6 May 2011 13:54:15 UTC+4, Ramesh wrote:Dear Experts,
Greetings,
I have one basic question about WPS.
Please share your valuable opinions with me that Difference between qualification of WPS with AWS D1.1 and ASME -IX.
Can we use the WPS qualified with SEC-IX for steel structure and vise versa?
Thanks,
With Best Regards,
Ramesh BarotCell+919978917399
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