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Table 2 Load-bearing capacity and shear stiffness reduction of cluster nail connectors

From: Methodology for calculating load capacity reduction and slip relationship of clustered group nail connectors

No

shear stiffness (kN/mm)

reduction factor

Average shear bearing capacity(kN)

reduction factor

Ks

η

Ps

η

Single nail

170.99

1

169.9

1

3R5DC50

142.22

0.832

163.8

0.964

4R5DC50

127.04

0.743

160.0

0.942

5R5DC50

106.90

0.625

157.1

0.924

6R5DC50

99.51

0.582

152.9

0.901

7R5DC50

87.76

0.513

148.2

0.871