Zarysowanie i niszczenie niskich wsporników belek

The results of experimental tests of dapped - beam ends at h[k]/h = 0,3, subjected to vertical or inclined loads, are presented in this paper. Special arrangement for the test of these elements had to be done. The research were conducted on full-scale specimens. Inclined load had influence on the load carrying capacity of the tested dapped-beam ends. This type of load decreased the load carrying capacity about 25 to 40%, dependent on the reinforcement ratio. The anchorage of the inclined reinforcement of dapped - beam ends at h[k]/h = 0,3, by means of special steel plates, had influence on the crack morphology and the load carrying capacity.