From: Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs
Axial load ratio \( \frac{N}{{A_{g} f^{\prime}_{c} }} \) | Shear co-efficient | ||
---|---|---|---|
α | β | γ | |
0.00 < ALR ≤ 0.50 | 351 | 100 | 0.21 |
0.50 < ALR ≤ 0.70 | 4 | 0.03 | 1 |
0.70 < ALR ≤ 0.90 | 425 | − 5 | 0.25 |