MS to Austenitic S/S Which code to nominate 1554.1 or part 6

Home Forums General AS1554 Questions MS to Austenitic S/S Which code to nominate 1554.1 or part 6

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  • #1621
    dieselofdog
    Spectator

    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?

    #1620
    Flash
    Spectator

    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

    #1622
    dieselofdog
    Spectator

    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.

    #1623
    Flash
    Spectator

    Have a look at table 4.5.1
    bottom left hand corner
    R
    GF

    #1624
    dieselofdog
    Spectator

    Flash,

    Thanks heaps. 

    #1626
    mkseogirl
    Spectator

    Hey diseal

    I am agree with flash.. He is saying right …

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