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

Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 2 Specification of the specimens with interior notches

Specimen	Strength class	B	D	L	a	b	c	ρ	Number of specimens
Specimen	Strength class	[mm]	[mm]	[mm]	[mm]	[mm]	[mm]	[g/cm³]	Number of specimens
HG15-M2	E95-F315	150	150	3000	1000 (L × 1/3)	2000	150	0.5	10
HG15-M3								0.5	10
HG15-M4								0.51	10
HG18-M2		180	180	3000	1000 (L × 1/3)	2000	150	0.49	10
HG18-M3								0.49	10
HG18-M4								0.52	10
SG15-M2	E55-F225	150	150	3000	1000 (L × 1/3)	2000	150	0.39	10
SG15-M3								0.4	10
SG15-M4								0.39	10
SG18-M2		180	180	3000	1000 (L × 1/3)	2000	150	0.41	10
SG18-M3								0.41	10
SG18-M4								0.4	10