The Computation of Flexural–Torsional Buckling Loads
Copyright policy ) H. F. Michielsen;
The Computation of Flexural–Torsional Buckling Loads
Abstract Solution by ordinary means of the cubic equation for the torsional buckling load, first derived by Kappus, often leads to insufficiently accurate results. A method is presented which avoids the loss of accuracy involved. The procedure is straightforward and no graphical means are involved. However, one formula is to be solved by trial and error.
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