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This paper is devoted to verification of so-called discrete-continual finite element method (DCFEM) of structural analysis. Two-dimensional problems of analysis of deep beams are under consideration. Formulation of the problem for deep beam with piecewise constant physical and geometrical parameters along one direction (so-called basic direction), solutions obtained by DCFEM and finite element method (FEM)/with the use of ANSYS Mechanical/, their comparison are presented. DCFEM is more effective in the most critical, vital, potentially dangerous areas of structure in terms of fracture (areas of the so-called edge effects), where some components of solution are rapidly changing functions and their rate of change in many cases can’t be adequately considered in the standard FEM

About Verification of Discrete-continual Finite Element Method of Structural Analysis. Part 1: Two-dimensional Problems