CALCULATION OF REINFORCED CONCRETE STRUCTURES TAKING INTO ACCOUNT THE INELASTIC PROPERTIES OF MATERIALS

Abstract

The article provides a general description of the methods for calculating statically indeterminate reinforced concrete structures and the influence of complex design solutions, especially from monolithic reinforced concrete, which are widely used in modern construction. The conditions for the application of limit equilibrium methods for calculating the bearing capacity of structures, taking into account the increase in plastic deformations, are analyzed, and the rules that must be observed when designing reinforced concrete structures by the limit equilibrium method are proposed.