RESULTS OF EXPERIMENTAL STUDIES OF THE INFLUENCE OF THE MAIN FACTORS ON THE BEARING CAPACITY ACROSS A SLOPING SECTION IN BENDING CONCRETE BEAMS OF RECTANGULAR AND T-SECTION
The author considers the results of experimental studies of the influence of some factors on the sloping section bearing capacity. These factors are: the value of the relative distance from the support to the load line (shear span) depending on the quantity of transverse reinforcement and the shape of the cross section of the elements; the size of compression flange overhang in T-section beams; the prestress rate of the transverse reinforcement. The author specifies the types of fracture across sloping sections of T-section beams.