Study on Flexural Behavior of Cross-Laminated Timber Based on Different Tree Species

Table 3

Load-carrying capacity of tested members.

Specimen name	Ultimate bearing capacity (kN)
	Experimental results	Failure mode	Theoretical calculation
P1	76.66	Bending failure	80.22
P2	63.97	Bending failure	67.73
P3	56.67	Shear failure	67.72
P4	90.72	Bending failure	99.10
P5	81.46	Bending failure	84.73
P6	79.49	Shear failure	84.51