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






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