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I've spelled it wrong for 50 years... I'll take a gander at the article.Notwithstanding the incorrect spelling "corton" this article seems reliable.
This is an outside staircase. The main framing consists of HDG steel stair stringers. There is a decorative Corten steel guardrail bolted to this. The guardrail consists of a Corten 'spandrel' with Corten 'pickets' welded to it. The pickets are BAR 1/2x4@4"O/C. This is bolted to the HDG stringers. I've used Corten numerous times, but never welded Corten to Corten... I've always bolted. As below:What is the application? (s
The fillet welds are either 3/16 or 1/4 which I would consider being limited. Do you know the distinction between W1 and W2? Is W2 for more corrosive environments? I will get a copy of the project spec to see what the welding specs are.If the governing document is AWS D1.1/D1.1M, it is permitted to weld weathering steels with single pass fillet welds or groove weld (per side) provided the size of the weld is limited.