REINFORCED CONCRETE BEAMS IN THE AREA OF TRANSVERSAL FORCES ACTION
The work of a reinforced concrete beam with a relative shear span from 1 to 3 in the form of a spacer system with a horizontal stretched belt, represented by longitudinal reinforcement and a curvilinear arch, represented by a compressed concrete strip, is presented. The internal force factors in the cross sections of the calculation model are determined, the optimal loading schemes are identified.