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Official Journal of the Japan Wood Research Society

Table 5 Theoretical calculation values of the bearing capacity and elastic stiffness

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

Specimen series

Pp/kN

ke/(kN/mm)

S-16-140

53.83

10.06

S-16-180

41.55

10.06

S-16-230

51.84

10.06