This thesis considers the analysis of a homogenous isotropic linearly elastic solid cylinder by assuming a displacement field that is a power series expansion in the radial coordinate. The solid cylinder is also referred to as a beam. Governing equations for the beam are obtained by inserting the power series ansatz into the equations of motion for linear elasticity, thereby obtaining recursion formulas which relates the coefficients of the power series with each other. Lateral boundary conditions on the beam's outer surface are expressed with the power series ansatz and the recursion formulas. The lateral boundary conditions form the basis of the governing equations. Dispersion relations and eigenfrequencies for the simply supported case are computed and compared to the exact theory, given by Pochhammer and Chree, and also with classical theories such as the Euler-Bernoulli and the Timoshenko theories. Displacement and stress fields are compared with the classical theories to show the deviancies of the proposed method.