Abstract
Statement of the problem. A model of deformation of reinforced concrete structures with spatial cracks is set forth.Results. In the article working prerequisites are shown and the identifying equations of the model of the resistance of reinforced concrete structures to torsion with bending are derived.Conclusions. The methods for calculating the resistance of reinforced concrete structures, as well as calculating the distance between spatial cracks and the width of crack opening under the joint action of the bending moment, torque and lateral force in the second stage of the stress-strain are discussed for two cases (case 1 -- when the spatial cracks of the first type appear on the lower edge of the reinforced concrete structure, case 2 -- when the spatial cracks of the first type appear on the lateral edge of the reinforced concrete structure).
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