Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 4 Reliability results for the strength adjustment factors in the five-layer and three-layer cross laminated timber (CLT)

From: Reliability analysis and duration-of-load strength adjustment factor of the rolling shear strength of cross laminated timber

	Reliability results
	\( \beta \)	\( \phi_{\text{I}} \)	\( \phi_{\text{II}} \)	\( K_{\text{D}} \)
Five-layer
Halifax	3.0	0.758	0.354	0.467
	2.8	0.834	0.388	0.466
	2.5	0.961	0.444	0.463
	2.0	1.205	0.554	0.460
Vancouver	3.0	0.794	0.496	0.625
	2.8	0.855	0.528	0.617
	2.5	0.953	0.580	0.609
	2.0	1.131	0.683	0.604
Three-layer
Halifax	3.0	0.760	0.346	0.456
	2.8	0.868	0.402	0.462
	2.5	1.050	0.492	0.469
	2.0	1.398	0.670	0.480
Vancouver	3.0	0.682	0.378	0.553
	2.8	0.776	0.440	0.566
	2.5	0.929	0.542	0.583
	2.0	1.216	0.743	0.611

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