Table 6. Comparison test results and analytical approach of shear stress

Kode	Bending stiffness × 1010 (N.mm2)		Shear stress (MPa)
	EI∞	EIG	τtest	τGamma	τSA	τtimoshenko
A-CLT3/511	0.37	0.43	2.64	2.24	2.63	2.37
A-CLT3/512	0.44	0.53	2.82	2.40	2.81	2.53
A-CLT3/513	0.41	0.48	3.17	2.70	3.16	2.85
Mean			2.88
COV			0.09
A-CLT3/671	1.23	1.52	3.22	2.89	3.42	3.02
A-CLT3/672	1.19	1.47	2.88	2.58	3.06	2.70
A-CLT3/673	1.27	1.59	2.57	2.31	2.73	2.41
Mean	1.23	1.53	2.89
COV	0.03	0.04	0.11
H-CLT3/511	0.324	0.37	2.45	2.11	2.44	2.20
H-CLT3/512	0.294	0.33	1.85	1.60	1.84	1.63
H-CLT3/513	0.323	0.36	2.55	2.20	2.54	2.29
Mean			2.28
COV			0.17
H-CLT3/671	0.995	1.18	2.50	2.24	2.66	2.33
H-CLT3/672	0.996	1.18	2.94	2.63	3.13	2.73
H-CLT3/673	1.01	1.20	3.06	2.74	3.26	2.84
Mean			2.84
COV			0.10

CLT: cross-laminated timber.