If $f_{c k}$ = the characteristic compressive strength of concrete and axis the area of gross section of the member, the compression member is not checked if the member is subjected to a design axial load greater than

- 1
  
  $F_{c k} A_{c}$
- 2
  
  $0.1 F_{c k} A_{c}$
- 3
  
  $0.2 F_{c k} A_{c}$
- 4
  
  $0.5 F_{c k} A_{c}$

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