Dear Experts, I need an advice on following mentioned case.
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What should be the fillet size of stiffner attachment weld as per ASME sec-VIII Div-2 ? It is basically a rib welding on non-pressure part but still component is a loading member similar to rib welding in saddle supports.
Component : Rib welding to the support structure
Material : SS304
Construction code : ASME sec-VIII Div.2
Mentioned the clause no. if possible.
Regards,
VJ
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The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.
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