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Home › Forums › General › AS1554 Questions › MS to Austenitic S/S Which code to nominate 1554.1 or part 6
In having to nominate which code 1554.1 or 6. Part 1 is for welding steels up to 500mpa. Part 6 is welding of S/S. Should you nominate both on the PQR/WPS. Let me know of your thoughts?
Hi Dod
I would go with AS1554.6-2012
part one does not cover SS, but part 6 does deal with dissimilar joints between SS and CS
R
Flash
Hi Flash,
Thanks, I had a lick through part 6 but I have the 1994 version. Is it an addition in the 2012 update SS to CS? I will get my hands on the new version tomorrow.
The more I read through the standards the more you find out that there is so much more you need to know, crazy stuff.
Thanks.
Have a look at table 4.5.1
bottom left hand corner
R
GF
Flash,
Thanks heaps.
Hey diseal
I am agree with flash.. He is saying right …