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- うきえ とべ
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1 29 4
2
3 I. I. I. I. 1
4 2
5 1 I. JIS G 3532 JIS G 3101SS400 JIS G 3112SR235 JIS G 3101SS400 JIS G 3101SS400 JIS G 3112SR235 JIS G 3547 JIS B 1180 JIS B 1181 JIS B 1256 JIS B 0205() JIS B 1181 JIS G 3101 SS400 JIS G 3131 SPHC 2 1) JIS H 8641(HDZ55) JIS H (HDZ35) g/m 2 2) JIS H (HDZ35) g/m 2 3
6 . II N mm kg SF112N 1000X1204X SF512N 500X1204X SB 10N 1000X SB 05N 500X SE 12N 1200X403X SKR12N SH 12N 13X SV 12N 13X SB 02 M16X SC 05 5X50X SC 10 5X50X SK 12 9X1228 FU112N 1100X FU512N 1100X SU 02 M
7 . 150-N mm kg SF115N 1000X1504X SF515N 500X1504X SB 10N 1000X SB 05N 500X SE 15N 1500X403X SKR15N SH 15N 13X SV 15N 13X SB 02 M16X SC 05 5X50X SC 10 5X50X SK 15 9X1528 FU115N 1400X FU515N 1400X SU 02 M N mm kg SF120N 1000X2004X SF520N 500X2004X SB 10N 1000X SB 05N 500X SE 20N 2000X403X SKR20N SH 20N 13X SV 20N 13X SB 02 M16X SC 05 5X50X SC 10 5X50X SK 20 9X2028 FU120N 1900X FU520N 1900X SU 02 M
8 . 250-N mm kg SF125N 1000X2504X SF525N 500X2504X SB 10N 1000X SB 05N 500X SE 25N 2500X403X SKR25N SH 25N 13X SV 25N 13X SB 02 M16X SC 05 5X50X SC 10 5X50X SK 25 9X2528 FU125N 2400X FU525N 2400X SU 02 M N mm kg SF130N 1000X3004X SF530N 500X3004X SB 10N 1000X SB 05N 500X SE 30N 3000X403X SKR30N SH 30N 13X SV 30N 13X SB 02 M16X SC 05 5X50X SC 10 5X50X SK 30 9X3028 FU130N 2900X FU530N 2900X SU 02 M
9 . EF120-N EF150-N EF200-N EF250-N EF300-N /m /m /m m m 3 /m /m /m
10 8
11 sb 119 V T Fs 1.5 H 1.5 kn kn Fr Mr 1.5 Ms 1.5 kn kn qv max qa 9
12 qvmax(kn/m2) qa (kn/m2) V (kn/m) H (kn/m) M (kn/m) Qv (kn/m) QH Qt (kn/m)ddb Qt=0 d=σm/σv qv1 (kn/m2) qv2 (kn/m2) qt (kn/m2) l (m) l=h/cos(0) l2 (m) dq (m) H l2 l HH2H d dq B, ddqb.7 l d II. ( 24 ) 10
13 Fsb Wup Td 1.5 Hup 1.5 knm knm 11
14 W d S knm knm m II II. 12
15 1 2 Pa s H Ka q H Ka 2 2 cos Ka 2 sin cos 0 cos 0 1 cos 0 sin 0 cos 0 0 sin0 knm knm m knm 0 2 II. II. 13
16 sb 14
17 V T Fs 1.5 H 1.5 kn kn E B 6 V 6 E Q 1 Qa B B kn kn kn Fsb Wup Td 1.5 Hup 1.5 knm knm 15
18 W WdWsWw knm knm knm knm II. II. 1 2 Pa Ka s H 2 Ka w Hw H Ka cos 2 cos cos 1 2 sin cos sin cos 0 sin0 2 16
19 knm knm knm m m =0 II. 1 2 Pw w Hd w Hw Hd 2 knm knm m m 17
20 II. 1520cm II. 18
21 II. II. II. 50cm 19 II.
22 II. 1520cm II. II. 20
23 = m = d = 18 kn s = 18 kn = = 23 = 0kN f = 0.5=25f = 0.6=
24 II.8 22
25 II.8 23
26 II.8 24
27 II.8 25
28 II.9 26
29 II.9 27
30 II.9 28
31 II.9 29
32 II.10 30
33 II.10 31
34 II.10 32
35 II.10 33
36 II.1 34
37 II.1 35
38 II.1 36
39 II.1 37
40 II.2 38
41 II.2 39
42 II.2 40
43 II.2 41
44 ... 42
45 . 43
46 .. 44
47 . 45
48 ... 46
49 .. 47
50 .. 48
51 ... 49
52 ...7 EF200-N 50
53 .. 51
54 1.0m M=26N=1 P=6 1.0m 26 K= /3 0.5m
55 53
56 kn kn kn kn kn kn kn 54
... 1... 1... 2... 3... 5... 7... 7... 7... 8... 8... 12... 14... 14... 14... 16... 16... 16... 17... 17... 18... 18... 19... 20... 43... 43... 53... 55... 56... 56... 57 JFE M... 57... 59... 60... 61
66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3) d 1 NN K K 8.1 d σd σd M = σd = E 2 d (8.4) ρ 2 d = I M = EI ρ 1 ρ = M EI ρ EI
65 8. K 8 8 7 8 K 6 7 8 K 6 M Q σ (6.4) M O ρ dθ D N d N 1 P Q B C (1 + ε)d M N N h 2 h 1 ( ) B (+) M 8.1: σ = E ρ (E, 1/ρ ) (8.1) 66 σ σ (8.1) σ = 0 0 σd = 0 (8.2) (8.2) (8.1) E ρ d = 0... d = 0 (8.3)
NETES No.CG V
1 2006 6 NETES No.CG-050001-V 2007 5 2 1 2 1 19 5 1 2 19 8 2 i 1 1 1.1 1 1.2 2 1.3 2 2 3 2.1 3 2.2 8 3 9 3.1 9 3.2 10 3.3 13 3.3.1 13 3.3.2 14 3.3.3 14 3.3.4 16 3.3.5 17 3.3.6 18 3.3.7 21 3.3.8 22 3.4
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1 2 3 4 5 6 7 48.4 7 1 2 1210 2.5 10 15 37.5 6 8 2.5 10 3 25 19 2.5 15 3 55 37.5 4.5 10 5 25 19 4.5 15 5 55 19 4.5 15 5 92 37.5 1 4 550 3 2500 3 3 3 50 10 15 15 19 19 37.5 5 8 15 b 10 15 19 37.5
10 44 1.2 5 4 5 3 6-1 - 1 2 3 4 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 TEL TEL 1 2 TEL FAX TEL FAX TEL FAX 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 ( ) ( ) 2
6 12 10661 93100 227213202 222208197 85kg cm 20 64.521 106856142 2 1 4 3 9767 100 35 cm 7747 208198 90kg 23 5828 10661 93100 cm 227213202 10639 61 64.521 85kg 78kg 70kg 61 100 197204.5 cm 15 61
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1 2 (90cm 70cm 2015) 3 (68cm 28cm 30cm 12kg 2015) (77.5 109.5cm 2015) 4 (22cm 50cm 50cm 4.6kg 2015) (45cm 62.5cm 2015) (47.4cm 62.5cm 2014) 5 (28.5cm 23.5cm) (45cm 62cm 2015) (97cm 107cm 2015) 6 7 8 9
180 140 22
21 180 140 22 23 25 50 1 3 350 140 500cm 600 140 24 25 26 27 28 29 30 31 1/12 8.3 1/15 6.7 10 1/8 12.5 1/20 140 90 75 150 60 150 10 30 15 35 2,000 30 32 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 % 100 50 33.3
第2章 道路路盤材としての定義及び現状
11 2 m 1530cm 1112 20 0.074mm 10 0.4mm 10 50mm 30 CBR JIS 5015 4 CBR [] JIS1211 92 95 JIS1210 JIS 1205 18 JIS 5015 10kgfcm 10 kgfcm CBR 10 18 CBR CBR JIS A 12051206 30kgfcm 18 10 10kgfcm 40mm 45 0.4mm
1.500 m X Y m m m m m m m m m m m m N/ N/ ( ) qa N/ N/ 2 2
1.500 m X Y 0.200 m 0.200 m 0.200 m 0.200 m 0.200 m 0.000 m 1.200 m m 0.150 m 0.150 m m m 2 24.5 N/ 3 18.0 N/ 3 30.0 0.60 ( ) qa 50.79 N/ 2 0.0 N/ 2 20.000 20.000 15.000 15.000 X(m) Y(m) (kn/m 2 ) 10.000
10 117 5 1 121841 4 15 12 7 27 12 6 31856 8 21 1983-2 - 321899 12 21656 2 45 9 2 131816 4 91812 11 20 1887 461971 11 3 2 161703 11 13 98 3 16201700-3 - 2 35 6 7 8 9 12 13 12 481973 12 2 571982 161703 11
0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2
24 11 10 24 12 10 30 1 0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2 23% 29% 71% 67% 6% 4% n=1525 n=1137 6% +6% -4% -2% 21% 30% 5% 35% 6% 6% 11% 40% 37% 36 172 166 371 213 226 177 54 382 704 216
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58 59 60 61 62 63 64 65 12 20 2.45 3.0 30 50 13.24.7 5mm SS CSS MS HMS CS 66 CSS SS 2.45 3.0 50 30 2.0 2.0 F.2.5 JIS A 5001 1995 67 1 130mm 2 75m 3 75m75m 60 75m 68 69 PK1 PK2 PK3 PK4 MK1 MK2 MK3 MN1 25
(1) θ a = 5(cm) θ c = 4(cm) b = 3(cm) (2) ABC A A BC AD 10cm BC B D C 99 (1) A B 10m O AOB 37 sin 37 = cos 37 = tan 37
4. 98 () θ a = 5(cm) θ c = 4(cm) b = (cm) () D 0cm 0 60 D 99 () 0m O O 7 sin 7 = 0.60 cos 7 = 0.799 tan 7 = 0.754 () xkm km R km 00 () θ cos θ = sin θ = () θ sin θ = 4 tan θ = () 0 < x < 90 tan x = 4 sin
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秋田県2012-初校.indd
http://www.kairyudo.co.jp/ 2012 AKITA 2 3 4 10 15 1 2 3 2 cm 110.7 111.6 109.8 110.6 5 kg 19.0 19.5 18.6 19.1 cm 61.9 62.2 61.5 61.6 cm 116.7 117.8 115.8 116.8 6 kg 21.4 22.5 21.0 21.9 cm 64.9 65.4 64.5
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G GF S SF M C V O P t GOGV SOSV 70 71 CBR PI CBR qu 75mm 74m5 574m50 1574m50 74m5 574m15 1574m50 74m50 G2.075mm50 S74m2.0mm50 F74m50 Pt 5074m 50 G 502.0mm75mm 50 G 74m15 S 74m15 S 5074m2.0mm F 5074m 50
1. z dr er r sinθ dϕ eϕ r dθ eθ dr θ dr dθ r x 0 ϕ r sinθ dϕ r sinθ dϕ y dr dr er r dθ eθ r sinθ dϕ eϕ 2. (r, θ, φ) 2 dr 1 h r dr 1 e r h θ dθ 1 e θ h
IB IIA 1 1 r, θ, φ 1 (r, θ, φ)., r, θ, φ 0 r
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（１）基礎の設計に関する基本事項
(1) qa 50kN/m 2 qa 13 1113 1 (2) (3) (2) 50 qa 100kN/m 2 13 1113 1 (3) qa 100kN/m 2 qa 120kN/m 2 (1) qa 300kN/m 2 qa 13 1113 1 (2) (2) qa 300 kn/m 2 qa 1000kN/m 2 38 3 50 30 3 /10m 42 1 13 1113 5 6 30
1.... 1 1.1.... 1 1.2.... 1 1.3.... 1 1.3.1.... 1 2.... 3 2.1.... 3 2.2.... 5 3.... 5 3.1.... 5 3.2.... 6 3.2.1.... 6 3.2.2.... 7 3.2.3.... 8 3.2.4.... 8 3.2.5.... 8 3.2.6.... 8 3.3.... 9 3.3.1.... 9 3.3.2....
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1 2 B 3 4 5 6 10 Ss 1.5 G 7 1G 1G 1G 1G 1G G 8 2 9 10 11 12 SSs Sd Ss LOCA AS Sd AS Sd 13 14 15 16 SsSd Ss Sd X Y X Y 1 IC16 2 IC16 SsSd Ss Sd X Y X Y 1 IC16 2 IC16 17 18 19 20 21 22 AB F 23 D 24 1.2~1.3
1 I 1.1 ± e = = - = C C MKSA [m], [Kg] [s] [A] 1C 1A 1 MKSA 1C 1C +q q +q q 1
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1 I 1.1 ± e = = - =1.602 10 19 C C MKA [m], [Kg] [s] [A] 1C 1A 1 MKA 1C 1C +q q +q q 1 1.1 r 1,2 q 1, q 2 r 12 2 q 1, q 2 2 F 12 = k q 1q 2 r 12 2 (1.1) k 2 k 2 ( r 1 r 2 ) ( r 2 r 1 ) q 1 q 2 (q 1 q 2
Gauss Gauss ɛ 0 E ds = Q (1) xy σ (x, y, z) (2) a ρ(x, y, z) = x 2 + y 2 (r, θ, φ) (1) xy A Gauss ɛ 0 E ds = ɛ 0 EA Q = ρa ɛ 0 EA = ρea E = (ρ/ɛ 0 )e
7 -a 7 -a February 4, 2007 1. 2. 3. 4. 1. 2. 3. 1 Gauss Gauss ɛ 0 E ds = Q (1) xy σ (x, y, z) (2) a ρ(x, y, z) = x 2 + y 2 (r, θ, φ) (1) xy A Gauss ɛ 0 E ds = ɛ 0 EA Q = ρa ɛ 0 EA = ρea E = (ρ/ɛ 0 )e z
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K-1/K-3/K-6 115 K-5 116 116 117 K-26 117 K-25 117 K-30 118 K-45AF 119 120 K-40AF 121 K-400 123 K-3800 125 K-6200 127 K-50 129 K-1500 131 KJ-2200 133 135 114 46683 K-1 K-1 K-1 46683 K-1 59787 K-3 59797
3.300 m m m m m m 0 m m m 0 m 0 m m m he m T m 1.50 m N/ N
3.300 m 0.500 m 0.300 m 0.300 m 0.300 m 0.500 m 0 m 1.000 m 2.000 m 0 m 0 m 0.300 m 0.300 m -0.200 he 0.400 m T 0.200 m 1.50 m 0.16 2 24.5 N/ 3 18.0 N/ 3 28.0 18.7 18.7 14.0 14.0 X(m) 1.000 2.000 20 Y(m)
64 3 g=9.85 m/s 2 g=9.791 m/s 2 36, km ( ) 1 () 2 () m/s : : a) b) kg/m kg/m k
63 3 Section 3.1 g 3.1 3.1: : 64 3 g=9.85 m/s 2 g=9.791 m/s 2 36, km ( ) 1 () 2 () 3 9.8 m/s 2 3.2 3.2: : a) b) 5 15 4 1 1. 1 3 14. 1 3 kg/m 3 2 3.3 1 3 5.8 1 3 kg/m 3 3 2.65 1 3 kg/m 3 4 6 m 3.1. 65 5
3-1. 1) 1-1) =10.92m =18.20m m 2 6,480 3, =30 30kN/m 2 Z=0.9
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福島県2012-初校.indd
2012 FUKUSHIMA http://www.kairyudo.co.jp/ 2 4 5 1 2 3 2 3 20092008 kg cm 1500m 1000m 20m 50 m cm m 12 25.08 6.15 24.66 6.17 22.03 4.23 22.08 4.45 13 30.32 6.40 30.10 6.99 24.37 4.17 23.97 4.48 14 35.10
岩手県2012-初校.indd
http://www.kairyudo.co.jp/ 2012 IWATE 2 3 4 16 1 2 3 2 14 165.6 165.2 55.2 54.3 88.6 88.1 cm kg cm 13 160.1 159.7 50.1 49.1 85.1 84.9 12 153.5 152.5 46.3 44.2 81.9 81.3 13 155.4 154.9 48.9 47.3 84.2 83.7
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1 2 3 4 5 6 7 2007 30,870 2008 32,426 2009 34,971 13,000 8 9 http://www.hokkaido-marathon.com/volunteer/ http://www.hokkaido-marathon.com/volunteer/leader.html 2009 / http://www.shonan-kokusai.jp/archives/volunteer/
Microsoft Word - CTCWEB講座（4章照査）0419.doc
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II No.01 [n/2] [1]H n (x) H n (x) = ( 1) r n! r!(n 2r)! (2x)n 2r. r=0 [2]H n (x) n,, H n ( x) = ( 1) n H n (x). [3] H n (x) = ( 1) n dn x2 e dx n e x2
![II No.01 [n/2] [1]H n (x) H n (x) = ( 1) r n! r!(n 2r)! (2x)n 2r. r=0 [2]H n (x) n,, H n ( x) = ( 1) n H n (x). [3] H n (x) = ( 1) n dn x2 e dx n e x2](/thumbs/101/149159646.jpg "II No.01 [n/2] [1]H n (x) H n (x) = ( 1) r n! r!(n 2r)! (2x)n 2r. r=0 [2]H n (x) n,, H n ( x) = ( 1) n H n (x). [3] H n (x) = ( 1) n dn x2 e dx n e x2")
II No.1 [n/] [1]H n x) H n x) = 1) r n! r!n r)! x)n r r= []H n x) n,, H n x) = 1) n H n x) [3] H n x) = 1) n dn x e dx n e x [4] H n+1 x) = xh n x) nh n 1 x) ) d dx x H n x) = H n+1 x) d dx H nx) = nh
無印良品 2012 自転車 カタログ
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