DURABILITY OF ADDING SUPPORT AREAS OF THE REINFORCED CONCRETE BEAMS WITH AVAILABILITY OF LONGITUDINAL FORCES
There have been given experimentally theoretical and numerical researches and numerical of the durability systems of sloping reinforced concrete beams sections of longitudinal compressing or stretchings forces, applied with extrentistet, its dependence on correlation of structural experimental factors and factors of the external influencing both in particular, and in interaction, which enabled more fully to expose physical essence of the phenomenon, to find out the mechanism and destruction forms of adding support areas of research elements.