# Column Axial Force Report

**ICONS**

**A _{c }**= the gross section area of column

**N**design axial force

_{d}=**N**TS 498 taking into consideration the moving force reduction factor are defined for moving loads,

_{dm}=*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**Design compressive strength of concrete

_{cd}=**f**Characteristic cylinder compressive strength of concrete

_{ck}=The column axial force control report is given as a subtitle in the column report.

N _{dm} <0.40 A _{c} f _{ck}

and

N _{d} <0.9 A _{c} f _{cd}

controls are made.

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