Resumen
The experimental investigations of steel-reinforced concrete beams composed of double-T No. 16 and the reinforced concrete slab of size 220×60×1200 mm were conducted. Various types of anchors (loop, rod, rigid ones) were used as unifying means of the structure elements. The test on action of concentrated load applied in the middle of the beam length through the traverse was carried out. The convergence estimate for these experimental results with the data of theoretical calculations was done.