From: Punching Shear Behavior of Shear Reinforced Slab–Column Connection with Varying Flexural Reinforcement
Specimens
Maximum load (kN)
Center deflection at maximum load (mm)
SP-1
776
8.68
SP-2
1029
9.72
SP-3
970
8.88
SP-4
1143
5.61
SP-5
1429
7.46
SP-6
1713
12.82