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Algorithm For Calculation Of Multi Span Uncut Beams Taking Into Account The Nonlinear Work Of Reinforced Concrete

A.T. MirzaahmedovS.G'. G'ulomiddinovFargona Polytechnic Institutes, Uzbekistan
ABI

Abstract

An algorithm for calculating multi-span continuous beams is developed on the basis of the integral deformation modulus method. This takes into account the nonlinear and nonequilibrium properties of concrete deformation, the rheological equations of the mechanical state.

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