Cantilevered Wide-Flange section unbraced length
Cantilevered Wide-Flange section unbraced length
(OP)
Good morning,
Would someone please advise what flexural unbraced length should be used for a cantilevered wide-flange beam; should it be just the cantilever dimension or twice the cantilever dimension?
Thank you!
jochav5280
Would someone please advise what flexural unbraced length should be used for a cantilevered wide-flange beam; should it be just the cantilever dimension or twice the cantilever dimension?
Thank you!
jochav5280






RE: Cantilevered Wide-Flange section unbraced length
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.