untitled

Similar documents
(1) 1.1

NETES No.CG V

1.500 m X Y m m m m m m m m m m m m N/ N/ ( ) qa N/ N/ 2 2

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


(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

all.dvi

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 +

橡博論表紙.PDF

( ) e + e ( ) ( ) e + e () ( ) e e Τ ( ) e e ( ) ( ) () () ( ) ( ) ( ) ( )

3-1. 1) 1-1) =10.92m =18.20m m 2 6,480 3, =30 30kN/m 2 Z=0.9

untitled

untitled

高等学校学習指導要領

高等学校学習指導要領

1 (1) ( i ) 60 (ii) 75 (iii) 315 (2) π ( i ) (ii) π (iii) 7 12 π ( (3) r, AOB = θ 0 < θ < π ) OAB A 2 OB P ( AB ) < ( AP ) (4) 0 < θ < π 2 sin θ

LLG-R8.Nisus.pdf

all.dvi

SO(2)


I II III IV V

緑化計画作成の手引き 26年4月版

untitled

1

untitled

(1) (2)


II ( ) (7/31) II ( [ (3.4)] Navier Stokes [ (6/29)] Navier Stokes 3 [ (6/19)] Re

untitled

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

untitled

表1-表4_No78_念校.indd

keisoku01.dvi

2.2 h h l L h L = l cot h (1) (1) L l L l l = L tan h (2) (2) L l 2 l 3 h 2.3 a h a h (a, h)

土木工事共通仕様書（その２）

(1) (kn/m 3 )

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

2000年度『数学展望 I』講義録

untitled

連結.ren

x y x-y σ x + τ xy + X σ y B = + τ xy + Y B = S x = σ x l + τ xy m S y = σ y m + τ xy l σ x σ y τ xy X B Y B S x S y l m δu δv [ ( σx δu + τ )

TOP URL 1

untitled

Microsoft Word - 倫理　第40,43,45,46講　テキスト.docx

1 I 1.1 ± e = = - = C C MKSA [m], [Kg] [s] [A] 1C 1A 1 MKSA 1C 1C +q q +q q 1

Part () () Γ Part ,

Note.tex 2008/09/19( )


1 (Berry,1975) 2-6 p (S πr 2 )p πr 2 p 2πRγ p p = 2γ R (2.5).1-1 : : : : ( ).2 α, β α, β () X S = X X α X β (.1) 1 2

r d 2r d l d (a) (b) (c) 1: I(x,t) I(x+ x,t) I(0,t) I(l,t) V in V(x,t) V(x+ x,t) V(0,t) l V(l,t) 2: 0 x x+ x 3: V in 3 V in x V (x, t) I(x, t

untitled

dvipsj.8449.dvi

05Mar2001_tune.dvi


( ) sin 1 x, cos 1 x, tan 1 x sin x, cos x, tan x, arcsin x, arccos x, arctan x. π 2 sin 1 x π 2, 0 cos 1 x π, π 2 < tan 1 x < π 2 1 (1) (

untitled

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

Microsoft Word - 11問題表紙（選択）.docx


all.dvi

微分積分 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. このサンプルページの内容は, 初版 1 刷発行時のものです.


[1.1] r 1 =10e j(ωt+π/4), r 2 =5e j(ωt+π/3), r 3 =3e j(ωt+π/6) ~r = ~r 1 + ~r 2 + ~r 3 = re j(ωt+φ) =(10e π 4 j +5e π 3 j +3e π 6 j )e jωt

Q & A Q A p

TOP URL 1

Untitled

128 3 II S 1, S 2 Φ 1, Φ 2 Φ 1 = { B( r) n( r)}ds S 1 Φ 2 = { B( r) n( r)}ds (3.3) S 2 S S 1 +S 2 { B( r) n( r)}ds = 0 (3.4) S 1, S 2 { B( r) n( r)}ds

Gmech08.dvi

C: PC H19 A5 2.BUN Ohm s law

さくらの個別指導 ( さくら教育研究所 ) A 2 2 Q ABC 2 1 BC AB, AC AB, BC AC 1 B BC AB = QR PQ = 1 2 AC AB = PR 3 PQ = 2 BC AC = QR PR = 1

pdf

4. ϵ(ν, T ) = c 4 u(ν, T ) ϵ(ν, T ) T ν π4 Planck dx = 0 e x 1 15 U(T ) x 3 U(T ) = σt 4 Stefan-Boltzmann σ 2π5 k 4 15c 2 h 3 = W m 2 K 4 5.

(Compton Scattering) Beaming 1 exp [i (k x ωt)] k λ k = 2π/λ ω = 2πν k = ω/c k x ωt ( ω ) k α c, k k x ωt η αβ k α x β diag( + ++) x β = (ct, x) O O x

I A A441 : April 15, 2013 Version : 1.1 I Kawahira, Tomoki TA (Shigehiro, Yoshida )

8 300 mm 2.50 m/s L/s ( ) 1.13 kg/m MPa 240 C 5.00mm 120 kpa ( ) kg/s c p = 1.02kJ/kgK, R = 287J/kgK kPa, 17.0 C 118 C 870m 3 R = 287J

untitled

TOP URL 1

0.45m1.00m 1.00m 1.00m 0.33m 0.33m 0.33m 0.45m 1.00m 2


(e ) (µ ) (τ ) ( (ν e,e ) e- (ν µ,µ ) µ- (ν τ,τ ) τ- ) ( ) ( ) ( ) (SU(2) ) (W +,Z 0,W ) * 1) [ ] [ ] [ ] ν e ν µ ν τ e µ τ, e R,µ R,τ R (2.1a

医系の統計入門第 2 版 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. このサンプルページの内容は, 第 2 版 1 刷発行時のものです.

1. 1 A : l l : (1) l m (m 3) (2) m (3) n (n 3) (4) A α, β γ α β + γ = 2 m l lm n nα nα = lm. α = lm n. m lm 2β 2β = lm β = lm 2. γ l 2. 3


m(ẍ + γẋ + ω 0 x) = ee (2.118) e iωt P(ω) = χ(ω)e = ex = e2 E(ω) m ω0 2 ω2 iωγ (2.119) Z N ϵ(ω) ϵ 0 = 1 + Ne2 m j f j ω 2 j ω2 iωγ j (2.120)

PowerPoint プレゼンテーション

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

( ) ,

Q = va = kia (1.2) 1.2 ( ) 2 ( 1.2) 1.2(a) (1.2) k = Q/iA = Q L/h A (1.3) 1.2(b) t 1 t 2 h 1 h 2 a

untitled

9 1. (Ti:Al 2 O 3 ) (DCM) (Cr:Al 2 O 3 ) (Cr:BeAl 2 O 4 ) Ĥ0 ψ n (r) ω n Schrödinger Ĥ 0 ψ n (r) = ω n ψ n (r), (1) ω i ψ (r, t) = [Ĥ0 + Ĥint (

The Physics of Atmospheres CAPTER :

.5 z = a + b + c n.6 = a sin t y = b cos t dy d a e e b e + e c e e e + e 3 s36 3 a + y = a, b > b 3 s363.7 y = + 3 y = + 3 s364.8 cos a 3 s365.9 y =,

untitled

12

TOP URL 1

平成１２年度

6kg 1.1m 1.m.1m.1 l λ ϵ λ l + λ l l l dl dl + dλ ϵ dλ dl dl + dλ dl dl 3 1. JIS 1 6kg 1% 66kg 1 13 σ a1 σ m σ a1 σ m σ m σ a1 f f σ a1 σ a1 σ m f 4

Gmech08.dvi

多数アンカー式補強土壁工法

変 位 変位とは 物体中のある点が変形後に 別の点に異動したときの位置の変化で あり ベクトル量である 変位には 物体の変形の他に剛体運動 剛体変位 が含まれている 剛体変位 P(x, y, z) 平行移動と回転 P! (x + u, y + v, z + w) Q(x + d x, y + dy,

Transcription:

9118 154 B-1 B-3 B-

5cm 3cm 5cm 3m18m5.4m.5m.66m1.3m 1.13m 1.134m 1.35m.665m

5

, 4 13

7 56 M 1586.1.18 7.77.9 599.5.8 7 1596.9.5 7.57.75 684.11.9 8.5 165..3 7.9 87.8.11 6.57. 166.6.16 7.57.6 856 6.6.5 1665.6.5 6 7. 177.1.8 8.4 881.1.13 6.4 1711.1. 6.7 887.8.6 8.8.5 1751.3.6 5.56. 89.7.1 6 1789.5.1 6.97.1 934.7.16 6 1819.8. 7.7.5 938.5. 7 183.8.19 6.36.7 976.7. 6.7 1854.7.9 7.7.5 17.1.1 6.6.5 1854.1.3 8.4 191.9.8 6.6.5 1854.1.4 8.4 193.3.19 6.6.3 1864.3.6 6.3 196.1.17 8.8.5 1891.1.8 8 199.. 8.8.3 1899.3.7 7 1177.11.6 6.6.5 196.5.5 6. 1185.8.13 7.4 199.8.14 6.8 1317.5.7 6.57. 1916.11.6 6.1 135.1.5 6.56.75 195.5.3 6.8 1331.815 7. 197.3.7 7.3 135.7.16 6 1936..1 6.4 136.11. 7.58. 1938.1.1 6.7 1361.8.3 8.58.5 1944.1.7 7.9 143 7 1946.1.1 8 148.1.1 7.58. 1949.1. 6.3 1449.5.13 5.756.5 195.7.18 6.8 1494.6.19 6 1955.7.7 6.7 1498.9. 8.8.4 1961.8.19 7 151.9.1 6.57. 1963.3.7 6.9 15.4.4 7.7.75 1995.1.17 7. 1579..5 5.756.5 kgf/cm

15%

36 B-1 B-1.8-1.m 1.9-.m.9-3.m 3.9-4.m 4.5-4.6m 5.5-5.6m 5.9-6.m 3 RI w (%) w (%) w (%) 5 1 15 5 3 5 1 15 5 3 5 1 15 5 3 1 1 1 (m) 3 4 (m) 3 4 (m) 3 4 5 6 B-1 5 6 B- 5 6 B-3

RI RI (cm) (g/cm 3 ) 1. 1.4 1.6 1.8 1 3 4 5 6 7 8 9 B-3-3 1 5cm1cm (cm) (g/cm 3 ) 1. 1.4 1.6 1.8 1 3 4 5 6 7 8 9 B-1-1 (cm) (g/cm 3 ) 1. 1.4 1.6 1.8 1 3 4 5 6 7 8 9 B-- 1 PS (cm) (g/cm 3 ) 1. 1.4 1.6 1.8 1 3 4 5 6 7 8 9 B-3-3 1 13 (m) B-1 (m/s) 5 (m/s) 4 6 Vp=3 Vs=7 1 Vp=4 Vs=8 3 Vp=54 Vs=11 4 Vp=77 Vs= 5 Vp=99 Vs=9 6 ν : E : G : ν :.471 E : 1 MPa G : 7. MPa ν :.479 E : 8.4 MPa G : 9.6 MPa ν :.478 E : 57. MPa G : 19.4 MPa ν :.456 E : 13 MPa G : 73.1 MPa ν :.44 E : 39 MPa G : 135 MPa (m) B- (m/s) 5 (m/s) 4 6 Vs=5 Vp=3 1 Vp=46 Vs=7 Vs=13 Vp=64 3 Vs=6 Vp=86 4 5 6 ν : E : G : ν :.486 E : 1.7 MPa G : 3.6 MPa ν :.488 E : 1 MPa G : 7.1 MPa ν :.478 E : 8.4 MPa G : 7.9 MPa ν :.45 E : 349 MPa G : 1 MPa ν :.45 E : 357 MPa G : 13 MPa (m) 1 3 4 5 B-3 PS 5 (m/s) (m/s) 4 6 Vp=3 Vs=3 Vs=6 Vs=16 Vs=34 Vp=56 Vp=68 Vp=89 ν : E : G : ν :.495 E : 3. MPa G : 1.1 MPa ν :.456 E : 18 MPa G : 37.1 MPa ν :.414 E : 31 MPa G : 114 MPa ν :.415 E : 537 MPa G : 19 MPa P 1m/s S 3m/s S7 16m/s S 15m/s 34m/s PS 6

616 618 8cm 618 7 3 713 714 78 737

73 743 4 3 13 83

45cm4.5kg 3cm qu ( 1 kn/m ) log(qu)=.978log()+.599 (N/mm) kgf/cm 1cm 1cm 1cm

11 ABC K UVWX H 45cm 57cm 57cm 1cm 1cm () 61 kn/m 41 kn/m 1cm q u 481 kn/m q u 811 kn/m γ16.43kn/m 3 c c φ 4.5 93cm q max 44 kn/m 45 1 1 Wext = q d + γ t γ 1 ( h d ) d + d V = q + t h d d V Wint = ( h d ) c V + d c V + d c V1 = h c V + d c V = ( h + d ) c V W ext W int 1 q + γ t h d d V = ( h + d ) c V γ t =16.43kN/m 3, c = 1kN/m, d =.93m, h =.7m q = 453.6 kn/m h d 1 V1 d q 45 V

F s = q /q max = 453.6 /44 = 1.3 H L H (kn) 1 13.7 15. 3 14. 4 11.1 11.9 8. 1 8.1 6.4 3 6.7 1 8.5 7.4 3 5.1 1 11. 1.8 3 1. 4 7.6 ρ t (g/cm 3 ) 1.33 ρ sat (g/cm 3 ) 1.595 ρ d (g/cm 3 ) 1.74.315 5. 3.1 9. 4 9 1 3 1 6 7 5 8 13 1 11 14 16 15 1 cm 8 cm q u (1 q kn/m u (MN/m ) ) 5 5 1 15 5 5MN/m 5MN/m 5.6MN/m 7. MN/m 7.5 MN/m (ΜN/m ) B A ( 1 6 ) ( 1 6 ) 6.39MN/m E 5 1.46E+3MN/m ν s.79 1.6MN/m P 1.99 km/s S.9 km/s E d.9e+3mn/m ν d.373

τ (kn/m ) δ (mm) τ (kn/m ) σ (kn/m ) c = 5 kn/m, φ =37.5 P* 4 F 1 P*cos8.6 Q* S* S* Q* 4 P* 4 1 9cm 4 4c P1 (=P) F1 9cm 1 W1 9cm 9cm 43.5c 57.cm W F P (=P1) R f 1 S* = P* sin8.6 =.478P* Q* = P* cos8.6 tan37.5 =.66P* Fs = Q*/S* = 66P* /.478P* = 1.385 > 1 4cm P1 (=P) A f F W1 43.5cm h R h A R f F F F W W 57.cm P (=P1) P 1 R cosθ - µ' R sinθ = F 1 W 1 R sinθ + µ' R cosθ = F W + R sinθ µ' R cosθ = 4 P 1 + 43.5 W 1 9 F 1 h R = 4 P 57. W + 9 F + h R = R = 7.447 knµ =.375h = 3.cm h = 3.cm < 6/cos= 66cm µ =.375tan.637.5 µ =.8 µ 1 = F 1 /P = 7.873/9.3.7 µ = F /P = 6.671/9.3.3 P 1 = P = 9.3 knw 1 = 8.161kNW = 6.383kNθ = R, µ, F 1, F, h

c=, φ=35 γ t =16.43kN/m 3 RI LH (kn/m ) : 8.51 3 (kn/m ) (kn/m ) : 6. 1 4 1.63 1 5 1.63 1 5 4 6.13 1 3 4.33 1 4 8.51 1 4 3 1.6m 6.59 1 3 4.86 1 4 9.59 1 4 L H 1.4m 3 4.93 1 3 3.34 1 4 6.49 1 4 3 5.19 1 3 3.58 1 4 6.97 1 4 1.98 1 4 5.11 1 4 1.16 1 5. 1 4 5.16 1 4 1.17 1 5.5m 1.79 1 4 4.58 1 4 1. 1 5 1 L H 1.4m 1.84 1 4 4.73 1 4 1.6 1 5 L H.m 1.7 1 4 4.34 1 4 9.56 1 4 1 1.9 1 4 4.9 1 4 1.1 1 5 1.88 1 4 4.83 1 4 1.8 1 5 1

2024 © docsplayer.net プライバシー | 利用規約 | フィードバック