Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 4 Flexural properties of specimens under 3P and 4P bending

From: Experimental study on flexural properties of timber columns with interior notches in traditional Japanese timber structures

Specimen	E_b [kN/mm²]	P_max [kN]	F_b [N/mm²]	F_b-3P / F_b-4P [%]	SD	F_b (TL-5%) [N/mm²]	TL-5%_3P / TL-5%_4P [%]
S15-3P	8.66	44.22	47.17	107	8.85	29.72	103
S15-4P	8.74	55.20	44.16	107	7.75	28.87	103
H15-3P	11.63	68.06	72.59	132	14.93	43.15	107
H15-4P	10.99	68.85	55.08	132	7.41	40.46	107
S18-3P	7.49	48.07	35.61	115	5.48	24.24	93
S18-4P	7.46	55.92	31.07	115	2.53	26.07	93
H18-3P	10.54	71.80	53.18	104	8.74	35.95	91
H18-4P	10.83	92.32	51.29	104	5.92	39.62	91

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