Unlike the Euler-Bernoulli beam formulation, the Timoshenko beam formulation accounts for transverse shear deformation. It is therefore capable of modeling thin or thick beams.In this code we perform the analysis of Timoshenko beams in static bending, free vibrations and buckling.

Timoshenko beams\displacements_of_Timoshenko_beams.m
................\formStiffnessMassTimoshenkoBeam.m
................\FreeVibrationsOfTimoshenkobeams.m
Timoshenko beams

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