Table 1 Beam and column design details.
From: Effects of Variation of Axial Load on Seismic Performance of Shear Deficient RC Exterior BCJs
Specimen | Dimensions (mm) | Reinforcement | |||||
|---|---|---|---|---|---|---|---|
Beam | Column | ||||||
SP1-SP7 | Beam | Column | Top | Bottom | Stirrups | Main | Ties |
200 × 250 | 200 × 250 | 4 Ø20 | 4 Ø20 | Ø8 @ 50 | 6 Ø20 | Ø8 @ 50 | |