Analysis of the adequacy of L. Euler’s critical parameters to the results of calculations of systems for loss of stability of the form

It is obvious that in modern conditions, information technologies are being intensively introduced in all spheres of human activity, allowing for a comprehensive systematic approach to all aspects of modern human life. Of course, the technologies being implemented before their practical use are first conceived, developed and formalized by their algorithmization. The paper is devoted to the formalized algorithmization of structural analysis processes to reliability requirements in terms of their resistance to formally possible manifestations of critical impacts during the operation of buildings and structures. The algorithm of structural stability analysis considered in this paper consists of many separate different steps, and this set is finite. The principle of discreteness is observed in the analysis algorithm. A descriptive algorithm compiled in natural and mathematical languages is proposed.