Thanks Al, that clears it up quite a bit; As I understand your answer unless I have specific reason for needing a weak weld (save time/cost heat) or a CJP weld it would be common practices to just use the symbol with no size and allow D1.1 to dictate the size of weld from the min and max tables...
Hi All,
Regarding simplification of weld symbols on drawings I was wondering about a survey of industry standards and best practices for a couple of cases:
1. In the case of an all around weld that spans weld types but with no special preparation is it normal/acceptable to group the callout...
