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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