AS 1554.1 & AS/NZS 1554.1

[icetower8]

You guys, pls, don't get angry with a question of a clueless person. Never worked with/according to the AS codes before… But, all of a sudden, the potential customer requires all the welds to be in accordance with the AS 1554.1 SP. I rushed to find something in the Internet and found free downloadable AS/NZS 1554.1.
How identical are those two standards in terms of the 6;10 mm fillet welds and 3-12 mm  (mainly 6 mm) thicknesses? May I use AS/NZS 1554.1 instead of AS 1554.1 to gain some insight so far at the initial step, at least?
And I am aware of structural purpose category…

Your kind attention to my question is much appreciated.

[dieselofdog]

Hi,

Same code, we just get lazy and forget the Kiwi’s and drop the ‘NZS’ part

Ha ha

[icetower8]

lol

Thanks a lot!

[Author]

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