In the previous discussions of solution of beam-column, the basic differential equation of beam-column and its boundary conditions are generally expressed in terms of the lateral deflection w as can ...

The dynamic analysis of beams on elastic foundations involves characterising the response of structural members resting on deformable media under time-dependent loading. Models incorporate the beam’s ...

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 ...