arc spot welds / flat position or not?
arc spot welds / flat position or not?
(OP)
AWS D1.3 section 1.5.4 defines arc spot welds as yada, yada, yada, "in the flat position." Remind me, is that "flat" defined as 0 to 15 degrees and if so where is that shown? No roof with a pitch of 16 degrees or greater can have spot welded sheet steel?






RE: arc spot welds / flat position or not?
RE: arc spot welds / flat position or not?
RE: arc spot welds / flat position or not?