Design of Web Doubler Plates and there welds for steel Beams that fail in shear per AISC 360-10

[jochav5280]

To Whom It May Concern,

Does anybody have a design example that they can refer me to for designing web doubler plates and their welds for a steel beam? I can't find any examples particularly for how to size the welds in AISC's design examples or elsewhere.

Any help would be appreciated!

Best regards,

jochav5280

 

[KootK]

There are some examples in AISC's seismic design manual.

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.