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Table 1 Summary of test specimens.

From: Punching Shear Behavior of Shear Reinforced Slab–Column Connection with Varying Flexural Reinforcement

Specimens

d (mm)

Flexural reinforcement

Shear reinforcement

Top bar (ρ)

Bottom bar (ρ)

Type and spacing (for each direction)

SP-1

174

D16@150 in two direction (0.007)

D10@130 in two direction (0.003)

N/A

SP-2

2-D10@85

SP-3

4-D10@85

SP-4

D16@75 in two direction (0.014)

D16@150 in two direction (0.007)

N/A

SP-5

2-D10@85

SP-6

4-D10@85

  1. Nominal diameter of D10 is 9.53 mm
  2. Nominal diameter of D16 is 15.9 mm