Weld Inspection IAW AWS D1.1
Weld Inspection IAW AWS D1.1
(OP)
Does the AWS D1.1 code require that fillet welds on welded structures such as gussets in I beams have the ends completetly wraped? Or, does the code allow the ends to be left unwelded?





RE: Weld Inspection IAW AWS D1.1
Hg
Eng-Tips guidelines: FAQ731-376