Effctive length of steel beam
Effctive length of steel beam
(OP)
Hi all,
Steel beam spanning 9.6m in masonry opening, simply-supported on the masonry each end. Top flange is adequately restrained by two incoming steel beams; the top flange of the subject beam supports a de-stabilizing wall load along its full length. - see image.
How would I evaluate an effective length?
Steel beam spanning 9.6m in masonry opening, simply-supported on the masonry each end. Top flange is adequately restrained by two incoming steel beams; the top flange of the subject beam supports a de-stabilizing wall load along its full length. - see image.
How would I evaluate an effective length?






RE: Effctive length of steel beam
RE: Effctive length of steel beam
Dik
RE: Effctive length of steel beam
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: Effctive length of steel beam