The lateral buckling of a beam having different support conditions at each end when loaded by either equal or unequal moments is dealt with in this paper. New theoretical solutions are presented which deal with any combination of the loading and end support
conditions. For all these solutions simple expressions, suitable for use in a design office, have been derived which provide good estimates of the critical loads.
Erratum in vol 51, no 4, April 1973, pp138-139
D.A. Nethercot and K.C. Rockey