DOI: 10.5937/jaes15-14663

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Volume 15 article 456 pages: 377 - 382

It is proposed the computational model of the dynamic loading in longitudinal and transverse reinforcement at instant emergence of the spatial сrack in reinforced concrete constructions under the action of torsion with bending. The dependences have been obtained for the determination of stresses in stretched reinforcement, vertical and horizontal reinforcement stirrups in cross section with a crack.

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