Lateral-torsional buckling of castellated beams

10.22099/ijstc.2008.718

Abstract

In this paper, the bending behavior of unbraced CSB is investigated and some empirical equations are proposed to predict the bending coefficient of Cb. The acquired results are compared with some published papers in the technical literature, and by applying the proposed modification factor Cc on the relations of I-sections, a very good agreement is gained.         
 

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