The authors have clarified the bucking strength of compressive plate section members with eccentric lateral support by theoretical and numerical analyses and loading tests in the previous papers, and suggested that the eccentric lateral support for plate-section column has equal effect to the support along the whole section. This paper discusses the buckling strength of the plate section members with eccentric lateral support under bending. The design method of such members relating bending and compression is suggested, followed by the applications to the plate section columns for actual buildings.
