we cannot use ASME IX instead of AWS D1.1 because all the variables were different, in conjunction with both the codes. T,Y,K joints are all added in structural. However depending on the joint configuration we can get approval from the engineer in charge prior to the production/fabrication.
On Dec 7, 2017 12:01 PM, "Hasin Shaikh" <hasin.shaikh@gmail.com> wrote:
--Hello To everyoneMy question about AWS D 1.1 & ASME SEC IXIF i have wps/pqr and welder qualification according to ASME SEC IX can i use the same with structural fabrication and welding with reference of code of AWS D 1.1?or i need to establishe separate WPS/PQR and welder qualification according to AWS D 1.1?--
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