INFLUENCE OF THE COLUMN EXCENTRICITETE, ARISING FROM THE UNKNOWN OF THE COLUMNS OF DIFFERENT FLOORS, TO THE STRESSED-DEFORMED STATE OF THE CONSTRUCTION

One of the most common defects that occurs during the erection of a monolithic frame building is the misalignment of columns of different floors. And this is despite the fact that from the columns of the lower floor there are always constructed reinforcement lines provided that the column has a continuation on the following floors. But due to the negligence of the workers, because of inaccuracy in the marking, pegging to the geodetic substructure, incorrect formwork and other reasons, this defect can often be found. Its influence without testing or analytical calculation is difficult to estimate. Therefore, in this paper, this defect was modeled in the design complex SCAD and an analysis of its effect on the stress-strain state of the structure was carried out.