The menu option Result displays current punching stress and corresponding capacities at the column- and the control perimeters. Additionally the length of the perimeters and the eccentricity factor are displayed. If shear reinforcement is chosen the corresponding capacity and the required reinforcement area are displayed. If the reinforcement suggestion is chosen the program will present a suitable reinforcement distribution. This is possible for bent-down bars and links for interior- and edge columns and for links at corner columns.