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Official Journal of the Japan Wood Research Society

Table 4 Parameter values

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

Modulus of elasticity

E/MPa

Ultimate bending moment

Mu/Nmm

Dowel bearing ultimate strength

fe,u/(N/mm2)

Dowel bearing stiffness

ks/(N/mm2)

2.06 × 105

4.37 × 105

24.03

62.33