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- うきえ とべ
- 7 years ago
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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
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
00~33.換気マニュアル
2. 2.1 1 / / 1 2.2 3 2.3 1 2 3 3 1 3 4 2.3.1 1 1 2.3.2 2 2 2.3.3 3 3 1 2 3 5 6 2.4 2.4.1 : : : : 7 ( 120 3 / 8 2.4.2 9 3. 3.1 1. 0.5 /h 0.5 /h 0.7 /h 0.7 /h 2. ( ) 10 3. 0.5 / (P23) P16 24 1 2 3 (P5 6)
多数アンカー式補強土壁工法
1. (SN ) SS400 ( ) SN400 SM490A ( ) SN490 JIS G 3136:SN -1994 JIS G 3136:SN 1) SN (SNR ) (JIS G 3138-1996) SN SNR490B 1 1SNR490B 2. SN490 SM490A 2) SNR490B SM490 3) 2SNR490B [N/mm 2 ] 185 185 105 [N/mm
(1) 1.1
1 1 1.1 1.1.1 1.1 ( ) ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) { ( ) ( ) ( ) ( ) ( ) 2 1 1.1.2 (1) 1.1 1.1 3 (2) 1.2 4 1 (3) 1.3 ( ) ( ) (4) 1.1 5 (5) ( ) 1.4 6 1 (6) 1.5 (7) ( ) (8) 1.1 7 1.1.3
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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
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
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
緑化計画作成の手引き 26年4月版
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(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
ρ ( ) sgv + ρwgv γ sv + γ wv γ s + γ w e e γ ρ g s s γ s ( ) + γ w( ) Vs + V Vs + V + e + e + e γ γ sa γ e e n( ) + e γ γ s ( n) + γ wn γ s, γ w γ γ +
σ P σ () n σ () n σ P ) σ ( σ P σ σ σ + u V e m w ρ w gv V V s m s ρ s gv s ρ ( ) sgv + ρwgv γ sv + γ wv γ s + γ w e e γ ρ g s s γ s ( ) + γ w( ) Vs + V Vs + V + e + e + e γ γ sa γ e e n( ) + e γ γ s (
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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
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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
Taro11-aマニュアル.jtd
L A m ton m kn t t kn t kn t m m kn ton ton m m m kn/ CK CK = N/mm ca sa a cm kn/ kn/ kn/ kn/ kn/ kn/ kn/ - - kn/m WL % /m - - A c sin cos kn/m kn/m kn/m / - / A A H V H A cos V A sin - - = N/mm P P m
07.報文_及川ら-二校目.indd
8 01 01 4 4 1 5 16 18 6 006 H 18 4 011 H 6 4 1 5 1 5 007 H 19 5 009 1 5 006 007 009 011 9 10 4 000 H 1 4 5 004 H 16 4 004 009 H 1 5 4 4 5 1 4 006 011 1 1 4m 5m 10m 007 1 7 009 009 1 5 10 1 000kg 10a 006
5. 5.1,, V, ,, ( 5.1), 5.2.2,,,,,,,,,, 5.2.3, 5.2 L1, L2, L3 3-1, 2-2, 1-3,,, L1, L3, L2, ,,, ( 5.3),,, N 3 L 2 S L 1 L 3 5.1: 5.2: 1
5. 5.1,,, 5.2 5.2.1,, ( 5.1), 5.2.2,,,,,,,,,, 5.2.3, 5.2 L1, L2, L3 31, 22, 13,,, L1, L3, L2, 0 5.2.4,,, ( 5.3),,, N 3 L 2 S L 1 L 3 5.1: 5.2: 1 D C 1 0 0 A C 2 2 0 j X E 0 5.3: 5.5: f,, (),,,,, 1, 5.2.6
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
cm H.11.3 P.13 2 3-106-
H11.3 H.11.3 P.4-105- cm H.11.3 P.13 2 3-106- 2 H.11.3 P.47 H.11.3 P.27 i vl1 vl2-107- 3 h vl l1 l2 1 2 0 ii H.11.3 P.49 2 iii i 2 vl1 vl2-108- H.11.3 P.50 ii 2 H.11.3 P.52 cm -109- H.11.3 P.44 S S H.11.3
表紙030313.PDF
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A a b c d a b a b c d e a b c g h f i d e f g h i M a b c a b c d M a M b c d a b a b a M b a b a b c a b a M a a M a c d b a b c d a b a b a M c d a b e c M f a b c d e f E F d e a f a M bm c d a M b
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
3-1. 3-2. 3-3. 3-1. 1) 1-1) =10.92m =18.20m 198.74m 2 6,480 3,800 4.5 =30 30kN/m 2 Z=0.9 1-2) G1 G2 G3 G4 1-3) G1 G2 H3 1-4) t = 12 2.5 2) 2-1) No ( ) 1 120 120 2 120 120 3 120 180 360 4 120 150 210 5
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3 14 10 18 7 20 10 SS SN 21 3 24 4 ... 1... 5... 13 f ck=40n/mm 2 P d1 =60kN/ f ck=40n/mm 2 P d2 =100kN/ f ck=40n/mm 2 P d3 =150kN/ UAUBUC TATBTC DADBDC 115mm 75mm 115mm 75mm 160mm 120mm D13 6.0% l l l
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1: *2 W, L 2 1 (WWL) 4 5 (WWL) W (WWL) L W (WWL) L L 1 2, 1 4, , 1 4 (cf. [4]) 2: 2 3 * , , = , 1
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I, A 25 8 24 1 1.1 ( 3 ) 3 9 10 3 9 : (1,2,6), (1,3,5), (1,4,4), (2,2,5), (2,3,4), (3,3,3) 10 : (1,3,6), (1,4,5), (2,2,6), (2,3,5), (2,4,4), (3,3,4) 6 3 9 10 3 9 : 6 3 + 3 2 + 1 = 25 25 10 : 6 3 + 3 3
Microsoft Word - CTCWEB講座（4章照査）0419.doc
1912 1914 3 58 16 1 58 2 16 3 4 62 61 4 16 1 16 1914 ( 3) 1955 (30) 1961 (36) 1965 (40) 1970 (45) 1983 (58) 1992 ( 4) 1999 (11) 2004 (16) 2 1 2 3 4 5 6 7 8 9 1 10 2 11 12 13 14 15 16 17 18 19 20 21 22
(1.2) T D = 0 T = D = 30 kn 1.2 (1.4) 2F W = 0 F = W/2 = 300 kn/2 = 150 kn 1.3 (1.9) R = W 1 + W 2 = = 1100 N. (1.9) W 2 b W 1 a = 0
1 1 1.1 1.) T D = T = D = kn 1. 1.4) F W = F = W/ = kn/ = 15 kn 1. 1.9) R = W 1 + W = 6 + 5 = 11 N. 1.9) W b W 1 a = a = W /W 1 )b = 5/6) = 5 cm 1.4 AB AC P 1, P x, y x, y y x 1.4.) P sin 6 + P 1 sin 45
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
26 897895321,000 140cm 76.0cm 16.0kg H LED 3 263 897896025,000 140cm 76.0cm 16.5kg H 3 LED 20 8978984 8978977 19,800 134cm 73.0cm 15.0kg LED 2620 2620 8486656550 5536207483 14512372,100 8279999840 26 77342561,417
19 () -1- 11 12 17 18 6 ()( ) ( ) () () 17 7 ()( ) 18 () -2- 4610 21-3- ( 20 15 4 ) -4- () -5- () () () -6- ( ) -7- cm/s 5cm7.5cm 10cm. 1 ( qc) 400 200-8- 20 ( 46 300 ) 27 252 19 1 252 22 () 1.6.2()
(1) (kn/m 3 )
1 1 1.1 1.1.1 (1) 1.1 1.2 1.1 (kn/m 3 ) 77 71 24.5 23 21 8.0 22.5 2 1 1.2 N/m 2 2 m 3 m 2000 2200 2500 3000 (2) 1 A B B 1.3 1.5 1.1 T cm 1.1 3 1.3 L m L 4 L > 4 1.0 L 32 + 7 8 1.2 T 4 1 2 5.0 kn/m 2 3.
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150 11.512.0 11.812.0 12.013.0 12.514.0 1 a c d e 1 3 a 1m b 6 20 30cm day a b a b 6 6 151 6 S 5m 11.511.8 G 515m 11.812.0 SG 10m 11.812.0 10m 11.511.8 1020m 11.812.0 SF 5m 11.511.8 510m 11.812.0 V 5m
12-7 12-7 12-7 12-7 12-8 12-10 12-10 12-10 12-11 12-12 12-12 12-14 12-15 12-17 12-18 10 12-19 12-20 12-20 12-21 12-22 12-22 12-23 12-25 12-26 12-26 12-29 12-30 12-30 12-31 12-33 12-34 12-3 12-35 12-36
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- k k k = y. k = ky. y du dx = ε ux ( ) ux ( ) = ax+ b x u() = ; u( ) = AE u() = b= u () = a= ; a= d x du ε x = = = dx dx N = σ da = E ε da = EA ε A x A x x - σ x σ x = Eε x N = EAε x = EA = N = EA k =
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A4カタログ128頁 入稿用.pdf
8-0 7-0 6-0 5-0 4-0 3-0 2-0 0 1 6 mm MV-135-5 13cm L-2800 13 mm CV-11 GL-890 17 mm CV-15 GL-881 GL-882 22 mm 32 mm 12 mm CV-13 CV-17 CVF-21 UL-102 GL-303 GL-522 GL-302 GL-523 GL-524 SL-431 13 mm CV-22
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EOS 5D MarkIII 使用説明書
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