Analyzing Welds for Oblique Loading
Analyzing Welds for Oblique Loading
(OP)
Is there an interaction equation/way to analyze welds on steel if the loading is oblique? I.e. the load can be broken up into components where the load is transverse and longitudinal to the weld?






RE: Analyzing Welds for Oblique Loading
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Analyzing Welds for Oblique Loading
Check out Eng-Tips Forum's Policies here:
FAQ731-376: Eng-Tips.com Forum Policies