Column Axial Force Report

ICONS

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.

Open

N _dm <0.40 A _c f _ck

and

N _d <0.9 A _c f _cd

controls are made.