jochav5280
Structural
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