(1) (kn/m 3 )
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1 (1) (kn/m 3 )
2 N/m 2 2 m 3 m (2) 1 A B B T cm
3 L m L 4 L > L T
4 kn/m 2 3. (3) i = 0.4 i = 0.3. (4) 10
5 1.1 5 (5) 1.3
6 6 1 (6). p =c g A c : p : kn g : kn/m 2 A : m 2 1.4
7 (1) 1.5 N/mm PC PC PC (2) n N/mm N/mm
8 (1) N/mm SS400 l/r < l/r 5 92 [140» 0.82(l/r 18)] < l/r (l/r) 2 l mm r mm l/b < l/b 5 30 [ (l/b) 4.5] l mm b mm
9 1.3 9 (2) 1.8 N/mm SS400 l/r < l/r < 93 [140» 0.84(l/r 20)] l/r (l/r) 2 l mm r mm l/b < l/b 5 30 [ (l/b) 4.5] l mm b mm (3) 1.9 N/mm 2 ft fb fs STK STK
10 10 1 (4) 1.10 N/mm 2 SR235 SD295 A SD345 SD295B mm H SS400 σ c σ + ( bcy σ caz σ bagy 1 σ c σ c + σ bcy ( 1 σ c σ eay ) + ) + σ beay σ bcz ( 1 σ c σ eaz σ ( bcz σ bao 1 σ ) 1 c σ caz ) σ cae σ c N/mm 2 σ bcy σ bcz N/mm 2 σ caz N/mm 2 l/r N/mm 2 18 < l/r 92 [ (l/r 1.8)] 1.5 N/mm 2 [ ] l/r > (l/r) N/mm 2
11 b 13.1t σ bagy N/mm 2 l/b N/mm < l/b 30 [ (l/r 1.8)] 1.5 N/mm 2 2A c Aw b l mm Ac cm 2 Aw cm 2 σ bao 210N/mm 2 σ bae 210N/mm 2 b 13.1t σ eaz σ eay N/mm 2 ( ) l 2 σ eay = / r y ) 2 ( l σ eaz = / r z l mm r y mm r z mm
12 b, t (1) 1.11 N/mm 2 σ CK τ a τ a
13 (2) 1.12 (σ a ) (τ a ) F C 2 F C 6 F C N/mm N/mm
14 (1) Ra = 1 n Ru Ru = q d A + UΣl i f i RakN/ n n = 2 Ru Rd A + U Σli fi kn/ q d = 200αN kn/m 2 A (= a b)m 2 1.5
15 U = 2(a + b) m li m fi kn/m 2 fi = 2 βn s fi = 10β N N c c N fi = β N N c c c α Ns N N = 50 Nc N c = 150 kn/m 2 β 1.14 α α β β
16 16 1 (2) 1 N 30 N 10 3 m 1.16 H kn H kn H kn 2 1 Ra = 1 2 Ru Ru = 200NA + 10 (Nc Ac + 15 ) Ns As αβ (kn) N N A (m 2 ) 1.6
17 α Nc N Ac Ul c (m 2 ) Ns N As Ul s (m 2 ) α β U 2(a + b) (m) l c (m) l s (m)
18 Chang 1 β = 4 KH D 4E I (m 1 ) β (m 1 ) rad K H kn/m 3 K H = K HO ( BH 0.3 ) 3 4 K HO = αe o K HO (kn/m 3 ) B H (m) D B H = β α E o (kn/m 2 ) 2 M o = 1 + βh 2β H o M m = H ( o 1 + (βh)2 exp tan 1 1 ) H o 2β βh
19 1.5 Chang 19 M o kn m M m kn m h (m) H o 1 (kn) H o = H n H (kn) n 3 Cang 1.7 δ = H o h 3 12EI (1 + βh)3 + 2 (βh) 2 4 l m = 1 β tan 1 1 βh
20 H I y I z 1.8 H δ = W C { ( ) } l l 2 6 E I 4 2 C3 + C W EN/mm 2 I mm 4 l m C 2 δ c = P l3 48 E I + P (l 2a) 48 E I { 3l 2 (l 2a) 2}
21 P EN/mm 2 I mm δ c = q(l 2 a)4 384 E I + q b l(1.5l2 b 2 2bc 2c 2 ) 48 E I
22 22 1 q EN/mm 2 I mm 4 4 δ = 5w o l E I w o N/cm 8 Me max w o = (1 + i)/l 2 Me max (N cm) l (cm) i EN/cm 2 I cm 4 1/ mm 25 mm
) ) (1)
1-1 1) ) 3-1-1 1-1--1 1.1 1) ) (1) 1--1 1.1 1--1 3-1- () 1-- 1-- 1.1 3-1-3 1-- 1) -1 1--1 1--1 H3.0 3.0H10.0 1) 10.0 ) H 4) H3.0 3) 1) ) ) N0 kn / m 3) 4 H8.0 4) -9-5 (1) - -1 1-- 1-- ) - 3-1-4 () 1 4
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
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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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PGF 17 6 1 11 1 12 1 2 21 2 22 2 23 3 1 3 1 3 2 3 3 3 4 3 5 4 6 4 2 4 1 4 2 4 3 4 4 4 5 5 3 5 1 5 2 5 5 5 5 4 5 1 5 2 5 3 6 5 6 1 6 2 6 6 6 24 7 1 7 1 7 2 7 3 7 4 8 2 8 1 8 2 8 3 9 4 9 5 9 6 9 3 9 1 9
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)
(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
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.m 5m :.45.4m.m 3.m.6m (N/mm ).8.6 σ.4 h.m. h.68m h(m) b.35m θ4..5.5.5 -. σ ta.n/mm c 3kN/m 3 w 9.8kN/m 3 -.4 ck 6N/mm -.6 σ -.8 3 () :. 4 5 3.75m :. 7.m :. 874mm 4 865mm mm/ :. 7.m 4.m 4.m 6 7 4. 3.5
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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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
I II III IV V
I II III IV V N/m 2 640 980 50 200 290 440 2m 50 4m 100 100 150 200 290 390 590 150 340 4m 6m 8m 100 170 250 µ = E FRVβ β N/mm 2 N/mm 2 1.1 F c t.1 3 1 1.1 1.1 2 2 2 2 F F b F s F c F t F b F s 3 3 3
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003.10.3 003.10.8 Y 1 0031016 B4(4 3 B4,1 M 0 C,Q 0. M,Q 1.- MQ 003/10/16 10/8 Girder BeamColumn Foundation SlabWall Girder BeamColumn Foundation SlabWall 1.-1 5mm 0 kn/m 3 0.05m=0.5 kn/m 60mm 18 kn/m
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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( ) c a sin b c b c a cos a c b c a tan b a b cos sin a c b c a ccos b csin (4) Ma k Mg a (Gal) g(98gal) (Gal) a max (K-E) kh Zck.85.6. 4 Ma g a k a g k D τ f c + σ tanφ σ 3 3 /A τ f3 S S τ A σ /A σ /A
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....
（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
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9 1 9 9.1 9 2 (1) 9.1 9.2 σ a = σ Y FS σ a : σ Y : σ b = M I c = M W FS : M : I : c : = σ b
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22112 Ss Ss 1 Ss S S BC 2 S1/2 S 1 1 3 S2/2 S 2 2 4 Ss Ss 1 1 Ss Ss 5 JEAG46011984JEAG4601 1987JEAG46011991 JSME S NC12005 JEAG4601-1991 6 NO NO YES YES 7 Ss Ss A1 A2 Ss Ss 8 B1 Ss 9 10 4.87 4.87 0.29
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B YES NO 5 7 6 1 4 3 2 BB BB BB AA AA BB 510J B B A 510J B A A A A A A 510J B A 510J B A A A A A 510J M = σ Z Z = M σ AAA π T T = a ZP ZP = a AAA π B M + M 2 +T 2 M T Me = = 1 + 1 + 2 2 M σ Te = M 2 +T
1 911 9001030 9:00 A B C D E F G H I J K L M 1A0900 1B0900 1C0900 1D0900 1E0900 1F0900 1G0900 1H0900 1I0900 1J0900 1K0900 1L0900 1M0900 9:15 1A0915 1B0915 1C0915 1D0915 1E0915 1F0915 1G0915 1H0915 1I0915
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
he T N/ N/
6.000 1.000 0.800 0.000 0.500 1.500 3.000 1.200 0.000 0.000 0.000 0.000 0.000-0.100 he 1.500 T 0.100 1.50 0.00 2 24.5 N/ 3 18.0 N/ 3 28.0 18.7 18.7 14.0 14.0 X() 20.000 Y() 0.000 (kn/2) 10.000 0.000 kn
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)
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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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20 3 Copyright (2007) by P.W.R.I. All rights reserved. No part of this book may be reproduced by any means, nor transmitted, nor translated into a machine language without the written permission of the
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例題で学ぶはじめての塑性力学 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. http://www.morikita.co.jp/books/mid/066721 このサンプルページの内容は, 初版 1 刷発行当時のものです. http://www.morikita.co.jp/support/ 03 3817 5670 FAX 03 3815 8199 i 1
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