ACI section 21.4 Requirements for the definition of a column

[cstwk]

In ACI section 21.4.1, one of the requirements for the definition of a column is that the factored axial load should be greater than Agfc'/10. If a column is subjected to an axial load less than this value, can one still design the column according to section 21.4.


Regards
cstwk

 

[Taro]

Yes. Code provisions are minimum requirements. You are permitted to exceed the minimum requirements as you judge prudent.