Характер руйнування пошкоджених таврових балок
The nature of the experimental model – beams’ destruction with damaged shelf is examined at the article. Studies conducted to study the effect of beam damage on residual bearing capacity.
The nature of the experimental model – beams’ destruction with damaged shelf is examined at the article. Studies conducted to study the effect of beam damage on residual bearing capacity.
The results of the experimental research of the strength and deformability of normal cross sections of reinforced concrete beams reinforced in tension area with additional sheet reinforcement without the bond.