Official Journal of the Japan Wood Research Society
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