The criteria for minimum and maximum area of tension steel requirement in reinforced concrete beams (singly reinforced) as per IS 456 : 2000 is respectively: (Notations: As - area of steel, b - breadth of beam, d - effective depth of beam, D - depth of beam, fy- characteristic yield strength of reinforcement)

1
\(\frac{{A{s_{min}}}}{{bd}} \ge \frac{{0.78}}{{{f_y}}},\frac{{A{s_{max}}}}{{bD}} \le 0.04\)
2
\(\frac{{A{s_{min}}}}{{bd}} \ge \frac{{0.85}}{{{f_y}}},\frac{{A{s_{max}}}}{{bD}} \le 0.04\)
3
\(\frac{{A{s_{min}}}}{{bd}} \ge \frac{{0.75}}{{{f_y}}},\frac{{A{s_{max}}}}{{bD}} \le 0.04\)
4
\(\frac{{A{s_{min}}}}{{bd}} \ge \frac{{0.8}}{{{f_y}}},\frac{{A{s_{max}}}}{{bD}} \le 0.05\)

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