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Table 8 Values of joint shear co-efficient.

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