The shear-ratio is, contrary to the shear for beams and plates, charakterized by spatial stresses. This condition emerges by a symmetrical load. The allowable stresses are therefore higher than in case of normal shear.
The program applies a methodology which is clearly described in the EN 1992.
According to the standard and boundary conditions, the critical area‘s of the inner-, outer- and columns on the corners are identified. It is also possible to check „ends of a wall“ and „wall-inner corners“.
When the shear reinforcement is not taken into account, you can, by means of a column head, still reduce the shear-values.
The program is equipped with an interactive interface and also includes optimized reinforcement templates / reinforcement directives.
