Allowable weld strength
Allowable weld strength
(OP)
Could anyone clarify for me why the allowable weld stresses in TABLE 6 of Blodgett (Design of Welded Structures)are less than the AWS D1-1 prescribed 0.3x(nominal tensile strength of weld)? My own suspicion is that there is a reduction of 75% factor included. If so why?






RE: Allowable weld strength
Michael.
Timing has a lot to do with the outcome of a rain dance.
RE: Allowable weld strength
RE: Allowable weld strength
Michael.
Timing has a lot to do with the outcome of a rain dance.