Skip to main content

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