Table 3. Results of the bending test of acacia CLT

Test no	Fmax (kN)	Vmax (kN)	Mmax (kN.m)	Width (mm)	Δmax (mm)	MOR (MPa)	Eg (MPa)
A-CLT3/511	48.99	24.49	11.24	300	31.73	62.44	13,532.79
A-CLT3/511	49.70	24.85	11.41	300	32.73	63.35	13,391.13
A-CLT3/511	38.09	19.04	8.74	300	24.03	48.55	14,392.91
Mean			10.46			58.11	13,772.28
COV			0.14			0.04	0.04
A-CLT3/671	34.53	17.26	10.99	300	19.75	39.95	23,607.46
A-CLT3/672	43.01	21.51	13.69	300	27.46	49.76	19,714.23
A-CLT3/673	64.38	32.19	20.49	300	33.30	74.47	25,407.31
Mean			15.06			54.73	22,909.67
COV			0.33			0.33	0.13
H-CLT3/511	8.49	4.25	2.06	115	23.67	32.28	9,880.50
H-CLT3/512	12.90	6.45	3.13	123	29.85	49.01	14,633.14
H-CLT3/513	8.22	4.11	1.99	126	25.09	31.26	10,521.41
H-CLT3/514	12.29	6.15	2.98	114	41.09	46.72	10,281.76
H-CLT3/515	7.79	3.90	1.89	122	20.42	29.61	11,349.16
Mean			2.41			37.78	11,333.19
COV			0.25			0.25	0.19
H-CLT3/671	27.76	13.88	8.84	114	45.15	80.28	21,828.40
H-CLT3/672	14.53	7.27	4.62	121.5	26.53	42.02	16,107.79
H-CLT3/673	18.00	9.00	5.73	121	31.56	52.07	18,642.13
H-CLT3/674	19.64	9.82	6.25	120	30.21	56.80	17,665.62
H-CLT3/675	15.40	7.70	4.90	122	33.54	44.54	11,290.50
Mean			6.07			55.14	17,106.88
COV			0.28			0.28	0.21

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