Analyzing the problem of central arch-console in MathCad environment using method of variation in case of dam toe rigidly restrained by the foundation

Abstract

    The success in analyzing the problem of arch dam stresses using method of central archconsole in MathCad environment in comparison with calculated results using Finite Element Method (FEM) is considered a proof of the advantage of this software (MathCad) in analyzing classically technical problems and assisting analytical engineers, in verifying the design of construction works in general and hydraulic works in particular using commercial softwares, most of which cannot be controlled as the essence of their programming contents is incomprehensible.