Table 5. Results obtained from shear bending tests

Sample type	Fmax (kN)	Vmax (kN)	Mmax (kN.m)	Width (mm)	Δmax (mm)	MOR (MPa)
A-CLT3/511	25.10	12.55	1.92	140.00	4.66	15.82
A-CLT3/512	26.89	13.44	2.06	140.00	4.02	16.95
A-CLT3/513	30.21	15.10	2.31	140.00	5.42	19.04
Mean	27.40		2.10
COV	0.09		0.09
A-CLT3/671	40.25	20.12	4.04	140.00	5.02	19.31
A-CLT3/672	36.00	18.00	3.62	140.00	4.60	17.27
A-CLT3/673	32.14	16.07	3.23	140.00	4.03	15.42
Mean	36.13		3.63
COV	0.11		0.11
H-CLT3/511	19.98	9.99	1.53	120.00	7.38	12.59
H-CLT3/512	15.07	7.54	1.15	120.00	3.33	9.30
H-CLT3/513	20.81	10.40	1.59	120.00	4.83	13.11
Mean	18.62		1.42
COV	0.17		0.17
H-CLT3/671	26.85	13.43	2.70	120.00	5.36	12.88
H-CLT3/672	31.50	15.75	3.17	120.00	6.41	15.11
H-CLT3/673	32.82	16.41	3.30	120.00	6.67	15.74
Mean	30.39		3.05
COV	0.10		0.10

MOR: modulus of rupture, CLT: cross-laminated timber.