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Official Journal of the Japan Wood Research Society

Table 6 Theoretical calculation values of the bearing capacity and elastic stiffness from the literature [6]

From: Force–displacement relations of bolted timber joints with slotted-in steel plates parallel to the grain

Specimen series

Pp/kN

ke/(kN/mm)

ACM4

35.64

36.08

ACM8

43.62

36.08

ACM12

54.02

36.08