A c = the gross section area of column
N d = design axial force
N dm = TS 498 taking into consideration the moving force reduction factor are defined for moving loads, G and Q vertical loads and E combined effects of the earthquake impact G + Q + E under the largest of calculated axial compressive forces
f cd = Design compressive strength of concrete
f ck = Characteristic cylinder compressive strength of concrete

The column axial force control report is given as a subtitle in the column report.

N dm <0.40 A c f ck


N d <0.9 A c f cd

controls are made.