Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 3 Mechanical properties for single connector with Ply-lam

From: Lateral resistance of mass timber shear wall connected by withdrawal-type connectors

Property^a	Resistance (kN)		Stiffness
Property^a	Mean value	Char. value^b	(N/mm)
Tensile test	43.50 (17 mm)^c	35.40	12,058
Shear test	39.50 (15 mm)	34.10	8,349

^aThe data were from Harrer GmbH/Frohnleiten (HBF) report [31]
^bCharacteristic value: low 5th percentile value
^cDisplacement at the maximum load

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