2 800 lb/in 2 5,000 12,000 lb/in 2 1/ lb/in lb/in lb/in a, b 1989, 1990a 102 Table AWCOM 1977a, b, c, d, e, f, g AWCOM
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1 (Bulletin of FFPRI) Vol.17 No.1 (No.445) 1-33 March 総 説 (Review article) 我が国の製材規格と許容応力度の変遷 1 1. f b f c f t f s f cv F b F c F t F s F cv f b f c f t f s f cv kg/cm 2 kgf/cm a, b lb/in kgf/cm 2 5 Table a ) *
2 2 800 lb/in 2 5,000 12,000 lb/in 2 1/ lb/in lb/in lb/in a, b 1989, 1990a 102 Table AWCOM 1977a, b, c, d, e, f, g AWCOM 102 Table f c f t f b f s 1/ P Af c l/d P A f c 102 l d 1990b Table b f c f c f t f b f s 0.1f c 1.2f c f t f b f s 0.12f c1.4f c f t f b f s 0.15f c 1937 f cv f cv 0.5f cf cv 0.7f c 1938a F b , 2018
3 R/ R 3/ R 3/ Table JES: Japanese Engineering Standard , Bulletin of FFPRI, Vol.17, No.1, 2018
4 Table Table 3 f c f t f b 2 f s f s 2 Table 5 f cv 1/3f c 1/4f c 1/2f c 0 10 f c f cv f k 100 f k f c f k 0.3f c/ / f c f k Table f s kgf/cm kgf/cm kgf/ cm kgf/cm / /3 100 kgf/cm kgf/cm kgf/cm kgf/cm f s kgf/cm , 2018
5 cm 0 cm 1/ kgf/cm kgf/cm 2 2/ kgf/cm 2 f s 1/8 50 1/5 1/5 P Af c l/d l/d Table JAS , Bulletin of FFPRI, Vol.17, No.1, 2018
6 Table Table JASS F Table 14 Sf 0F 2/3 1 Lf Sf 2 Sf: Lf: 0F: Table 14 Table 14 : : 1 0F 2/3 17 1, 2018
7 7 2/3 0F 1/3.5 k k k w k g k k k w k g 3 k k k w k g 1971 I II Table 15 Lf JAS JAS JAS 1965 JAS , Bulletin of FFPRI, Vol.17, No.1, 2018
8 II : HEM-FIR 6 0F 0F 0F 0F 5/ /5 LF LF 4/5 0F 5/8 1/1.5 1/3 0F 4 7/10 4/5 1.1 SF SF 4/5 0F 7/10 11/10 2/3 0F 5 45 SF LF 2 1/ / /16 1 9/16 11/ e Newlin 10 9/ , 2018
9 / /10 Table Table 16 S-P-F W Cedar W Cedar SI I SII II I II Table f c Table /5 12 0F F 1/ F 1/1.5 Table Bulletin of FFPRI, Vol.17, No.1, 2018
10 Table 20 f c 1/5 1/ f k f c f k f c f k 0.3f c//100 2 f k Table 21 f t f b f t 0.6f b F F t F b F c f t f b f c f t f b f c f t f b f t f b 1982 c: b: t 1: 2: f t f b f t f t b c t 5th : : 1.00: 0.84: f t 0.6f b 5th percentile IV 0.6 : III 1995 IV I II III I II 3 up to date f t 0.6f b 1 Table III I 17 1, 2018
11 11 I III II k k k w k g k k k w k g F 4/5 0F 4/5 Table : : 100: 10: 4 5 1/25 1/ : a , 1991, 1989a, b 4 : Bulletin of FFPRI, Vol.17, No.1, 2018
12 I II : 2 : : 1.00: JAS 1 2 JAS JAS 2 JAS 1 JAS 1 : 2 : : 1.00: tf/cm tf/cm 2 E50 E % D15 20% D20 25% D JAS MSR Machine Stress Rated JAS FJ MSR Table 26, , 2018
13 a ASTM D2915 ASTM I II I II I II II 0.8 II Table 28 MOE Modulus Of Elasticity MOR Modulus Of Rupture MOE MOR 5 MOE MOE E70 MOR Table 29, 30 3 Table 28 3 MOE MOR Bulletin of FFPRI, Vol.17, No.1, 2018
14 Table D Fir-L D Fir-L Hem-Fir S-P-F Hem-Tam W Cedar National Design Specification Design Stress 2000a NLGA National Lumber Grades Authority a 1.1/32/3 1.43/31.6/ b Table , 2018
15 Table kgf/cm 2 N/mm 2 5 kgf/cm N/mm N/mm a : 1.5/3 F cv : 2/3 F cv SI , Bulletin of FFPRI, Vol.17, No.1, 2018
16 a, b MSR MSR Hem-Tam JS I JS II JS III SYP MSR Table 37 Table Web Web 17 1, 2018
17 17 : : 1: 0.8: 0.6 JAS JAS : ASTM (1990) D : Standard practice for evaluating allowable properties for grades of structural lumber Annual book of ASTM standard, Volume Wood, , 15 (12), , 44 (9), JAS., 163, ,,,,., 9 (3), , JAS., 33, , 464, , 406, a., 412, b., 415, ,, 101pp. 1977,, 181pp ,, 1009pp , 52 (10), pp pp , 712 3, JAS., 249, , 224pp , 270pp , 101pp F., 30pp , 628, Bulletin of FFPRI, Vol.17, No.1, 2018
18 a., 8, b., 8, , 33, , 37 (11), , 16 (3), , 319, a., 608, b , 39pp. 2008JAS., 63 (5), , 20 (5), a. 65pp.: , b I. 65pp , 73pp pp pp pp pp pp , 342pp , 352pp , 412pp pp. 1992JAS, [I]., 47 (7), ,, a 3., b 4., , 871pp , 187pp. 嘻 1968., 23 (3), 嘻 1972., 27 (11), 42. 嘻 1973., 28 (1), , 231, , , 17 (11), , a 1. AWCOM, 28, b 2. AWCOM, 29, c 3 I. AWCOM, 30, d 4 II. AWCOM, 31, e 5 III. AWCOM, 32, f 6 IV. AWCOM, 33, g 7 V. AWCOM, 34, , , 57 5, , 33, , 369, , 17 1, 2018
19 19, ,, , 22, , 62, JAS., 163, a. Journal of Timber Engineering, 28 (3), bJAS., 70 (8), , 23 3, 1000pp. Bulletin of FFPRI, Vol.17, No.1, 2018
20 /6.5 /8 /8 VI/IV VIII/IV VII/V IX/V20 Table kgf/cm 2 f c f t, f b : lb/in 2 Table kgf/cm 2 f c, f t, f b f s Table s kgf/cm 2 f c f t, f b f Table s kgf/cm 2 f c f t, f b f Table I II III IV V VI VII VIII IX X XI XII XIII kgf/cm 2 kgf/cm 2 kgf/cm ,., 8, Table kgf/cm , 2018
21 21 Table s kgf/cm 2 f c f t, f b f : 2 Table /5f c 1/6f c 1/8f c 1/3f c 1/4f c 1/5f c a<d a d Table s kgf/cm 2 f c f t, f b f : 2 Table f c f t, f b f s kgf/cm 2 I II II III : 0.3 6mm 70 1mm 2 Table kgf/cm 2 f c f t, f b f s I II : 2 Table f c 0.16f c 0.125f c 0.33f c 0.25f c 0.2f c a<d 1961 a d Bulletin of FFPRI, Vol.17, No.1, 2018
22 22 Table E // E II 70 I 90 I 100 II 80 : 10 3 kgf/cm III 70 3 I 100 II 80I II 90 III : 0.3 6mm 70 1mm 3 Table 14. E // E I II I II III F c : 1973 構造設計規準 同解説 による F t F b : kgf/cm F s Table 15. : kgf/cm 2 k k k w k g 2/3 0F 2/3 0F Sf I II / / /3 1/ / Sf: 0F: : k k k w k g: 17 1, 2018
23 23 Table : kgf/cm 2 SI SII D Fir-L Hem-Tam Hem-Fir S-P-F W Cedar f 10 3 c f t, f b f s f cv : 2 Table kgf/cm 2 f c f t, f b f s : 2 Table 18. : kgf/cm 2 I II III IV I II Table 19. : kgf/cm 2 Lf c 0F 2/3 1/ F Lf c Lf c I II III IV Lf b 0F 2/3 1/ F Lf b Lf b I II III IV Lf s 0F 2/3 1/2 1/ F Lf s Lf s I II III IV Lf : 0F: 4/5 : Bulletin of FFPRI, Vol.17, No.1, 2018
24 24 Table kgf/cm : 2 Table f c f t f b f s Table kgf/cm 2 f c f t f b f s : 2 kgf/cm 2 I II III IV II I III : mm 2 Table kgf/cm 2 f c f t f b f s II III I IV : 2 Table kgf/cm 2 I II III II I III IV : a d a<d 17 1, 2018
25 25 Table E // : 10 3 kgf/cm 2 I II III IV 70 80I II III : mm Table kgf/cm2 f c f t f b : 2 f s 89 Table kgf/cm2 f c f t f b E50 E E E E E E E E E E E E E E E E E : 2 f s 89 Table 28. F 0.6F 0.8F 0.8F F 2 0.8F F F 3 0.7F 3 0.5F F F 3 0.3F Bulletin of FFPRI, Vol.17, No.1, 2018
26 26 Table kgf/cm2 kgf/cm2 f c f t f b f c f t f b : f s Table kgf/cm2 f c f t f b E50 E E E E E E E E E E E E E E E E E : 2 f s , 2018
27 27 Table SI SII kgf/cm 2 f c f t f b f s D Fir-L Hem-Tam Hem-Fir S-P-F W Cedar : Bulletin of FFPRI, Vol.17, No.1, 2018
28 28 Table N/mm2 kn/mm 2 N/mm2 kn/mm 2 F c F t F b F s E 0 E 0.05 G 0 F c F t F b F s E 0 E 0.05 G E / E / : 2002 E G Table N/mm 2 kn/mm 2 F c F t F b F s E 0 E 0.05 G 0 E E E E E E E E E E E 0 1/15 E E E E E E E E : 2002 E G , 2018
29 29 Table N/mm 2 kn/mm 2 F c F t F b F s E D Fir-L SI Hem-Tam Hem-Fir SII S-P-F W Cedar : Table E Table N/mm 2 F c F t F b F s kn/mm 2 E 0 E 0.05 G E / : 2002 E G Bulletin of FFPRI, Vol.17, No.1, 2018
30 30 Table a N/mm b N/mm 2 SI D Fir-L 9.0 Hem-Tam 7.8 Hem-Fir 6.0 SII S-P-F 6.0 W Cedar Table N/mm 2 kn/mm 2 N/mm 2 F c F t F b F s E 0 F c F t F b F s D Fir-L SYP Hem-Tam JSI Hem-Fir JSII S-P-F JSIII W Cedar E : , 2018
31 31 Table 38. JAS JES JAS JAS JAS JAS fc Bulletin of FFPRI, Vol.17, No.1, 2018
32 32 Table 38. JAS JAS 1 JAS MSR LVL Fc Ft Fb Fs Fc Ft Fb Fs Fc Ft Fb Fs Fc Ft Fb Fs 2 MSR JSI JSII JSIII JSI JSII JSIII 17 1, 2018
33 33 History of sawn lumber standards and allowable stresses in Japan Hirofumi IDO 1) Abstract Nationwide standards about sawn lumber and allowable stresses have improved since the Meiji era in Japan. These standards and allowable stresses were inherited through a large number of establishments and amendments. However, the background and basis of values in many standards and allowable stresses remain unclear or unknown. This paper aims to discuss the history and basis of sawn lumber standards and allowable stresses in Japan. Key words: standard, sawn lumber, allowable stress, history Received 19 May 2017, Accepted 19 September ) Department of Wood Engineering, Forestry and Forest Products Research Institute (FFPRI) * Department of Wood Engineering, FFPRI, 1 Matsunosato, Tsukuba, Ibaraki, JAPAN; ido@ffpri.affrc.go.jp Bulletin of FFPRI, Vol.17, No.1, 2018
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