[MW:806] Weld thickness thumbrule, if any.

Friends, I am not an expert in welding.

I would like to know if any rules are existing to define a fillet weld height(contineous or stitch) and pitch (If stitch) of a non pressure part like a plate or U beam or standpost or sign post welded on a structural beam which likewise components which does not pose any stress on the beam.

With regards,
Kannan. --~--~---------~--~----~------------~-------~--~----~
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