In Chap. 3, the special case of flexural-torsional buckling strength of a plane beam-column subjected to loading in its plane is approached and solved from the standpoint of bifurcation. There, the ...
In Chapters 9, 10 and 11 we investigated the strength of beams in terms of the stresses produced by the action of bending, shear and torsion, respectively. An associated problem is the determination ...
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