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Table 4 Maximum load and center deflection of test specimens.

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