Effective length factor for torsional buckling (kz) for column
Effective length factor for torsional buckling (kz) for column
(OP)
sorry to ask this is kind of basic question but im still confused about how to determine the kz (Effective length factor for torsional buckling) because i cant find the value anywhere. is it the larger value of Kx dan Ky determine by using alignment chart? or it depends on the end restrains of the column? or we just take it as 1?





RE: Effective length factor for torsional buckling (kz) for column
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: Effective length factor for torsional buckling (kz) for column
RE: Effective length factor for torsional buckling (kz) for column
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.