What is the impact of not tying the bottom stirrups of reinforced concrete beams to the main beam bars?

The main function of the stirrups is to fix the position of the vertical steel bars and to resist shear. The steel bars are mostly fixed by tying them at intervals. Unfixed positions of the steel bars at the bottom of the beam may cause the main bars to be in place when pouring concrete and vibrating rods. Move it in the direction of the beam width so that the lower steel bars are unevenly distributed. Purely personal opinion.