In earthquake resisting frame members, the tension steel ratio on any face, at any section, shall not be less than
1
\(0.24\sqrt {\frac{{{f_{ck}}}}{{{f_y}}}} \)
2
\(0.4\sqrt {\frac{{{f_{ck}}}}{{{f_y}}}} \)
3
\(2\sqrt {\frac{{{f_{ck}}}}{{{f_y}}}} \)
4
\(0.16\sqrt {\frac{{{f_{ck}}}}{{{f_y}}}} \)