Title | all chapter Matrix analysis of structures Aslam Kassimali 2nd edition solution manual pdf |
---|---|
Author | farsh sardar |
Course | Matrix Structural Analysis |
Institution | University of Auckland |
Pages | 16 |
File Size | 127.8 KB |
File Type | |
Total Downloads | 448 |
Total Views | 497 |
INSTRUC TO R'S SO LUTIO NS M A NUA LTO A C C O M PA NYM A TRIX A NA LYSISo f STRUC TURESSEC O ND EDITIO NA SLA M KA SSIM A LISo uthe rn Illino is Unive rsity—C a rb o nd a le@Seismicisolation@solutionmanualFOLFNKHUHWRGRZQORDGConte nts####### Chapter 2 1####### Chapter 3 28####### Chapter 5 84####...
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FOLFNKHUHWRGRZQORDG
INSTRUC TO R' S SO LUTIO NS M A NUA L TO
A C C O M PA NY
M A TRIX A NA LYSIS o f STRUC TURES SEC O ND EDITIO N
A SLA M KA SSIM A LI So uthe rn Illino is Unive rsity—C a rb o nd a le @solutionmanual1
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FOLFNKHUHWRGRZQORDG
Contents Cha p te r 2
1
Cha p te r 3
28
Cha p te r 5
84
Cha p te r 6
131
Cha p te r 7
216
Cha p te r 8
278
Cha p te r 9
308
Cha p te r 10
315
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FOLFNKHUHWRGRZQORDG
Chapter 2
2.1
8 C = A + B = −1 1
17 −1 −7
−3 −1 ; 1
1 −2 −1 D = A − B = 17 −13 −7 −3 −1 9
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FOLFNKHUHWRGRZQORDG 2.2
19 − 14 − 9 2 − − 1 0 C = 2A + B = ; −10 2 4 20 − 7 − 5
6 − 1 − 12 13 0 − 11 D = A − 3B = − 12 29 − 19 21 1 − 4
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FOLFNKHUHWRGRZQORDG 2.3
3 C = AB = [4 −6 2] 1 = 12 − 6 − 10 = −4 −5 6 3 12 −18 1 4 2 D = BA = [ −6 2 ] = 4 − 6 − 5 − 2 30 − 10
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FOLFNKHUHWRGRZQORDG 2.4
6 22 44 4 −82 −12 7 3 − 5 6 72 0 − 44 − − 5 − 1 −1 C = AB = = 1 − 9 − 13 − 4 7 2 116 39 − 68 − 52 92 60 − 3 11 − 140 − 53 6 4 − 7 − 5 − 36 − − 1 3 5 2 46 = D = BA = − 13 − 4 7 6 1 − 9 − 35 − 55 − 3 11
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FOLFNKHUHWRGRZQORDG 2.5
5 0 − 18 − 24 21 4 − 6 1 3 6 5 7 5 7 −2 = 7 C = AB = − −9 53 1 7 8 0 − 2 9 38 38 58 3 D = BA = 5 0
5 7 −2
0 4 −6 1 −18 7 38 5 7 = −24 −9 38 −2 −6 9 1 7 8 21 53 58
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FOLFNKHUHWRGRZQORDG 2.6
12 −11 10 − 50 287 −10 13 −1 5 0 2 −4 44 −98 28 16 −9 0 = C = AB = 29 − 7 9 8 86 − 91 −3 20 −7 6 15 −5 333 −241 65
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FOLFNKHUHWRGRZQORDG 2.8
21 10 16 185 7 − 4 15 11 0 116 − −1 9 = − AB = 13 44 20 −9 3 − 6 7 −17 14 108
( AB) T
185 = −90
− 90 159 182 −265
108 −116 44 159 182 −265
(1)
7 21 −15 13 3 108 7 −1 185 − 116 44 10 11 20 −17 = B A = − 90 159 182 − 265 − 4 9 − 6 16 0 −9 14 T
T
T
From Eqs. (1) and (2), we can see that ( AB) = BT A T .
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(2)
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FOLFNKHUHWRGRZQORDG 2.9
−9 13 [ A][ B][C ] = 8 −11
0 20 15 − 3 6 −5
−135 315 = 102 −195
T
( [A ][B ][C ])
36 −7 128 −1 −59 16 −1
9 307 −56 −69
1512 − 464 = −1602 1418 1512 900 − = − 810 270
−7 10 T T T [ C] [ B] [ A] = 6 0
−7 −4 −1 9 16
−1 16
− 900 5300 200
−810 − 310 942
−2100
−620 −1602 200
− 310 410
942 −360
2 −8 −2
−168 100 = 90 −30
86 200 − 9 −74 0 40
1512 900 − = −810 270
−464 5300
−1602 200
−310 410
942 −360
13 20
16 15 12 −1 2 −4 8
8 −3
6 −8
12
2
10 2
6 −8
12
2
0 −2 8
270 410 −360 130
−464 5300
−1
1418 − 2100 − 620 130
6 − 9 16 0 9
13 20
From Eqs. (1) and (2), we can see that T
T
T
(1)
8 −3
− 11 −5
− 11 −5
1418 −2100 −620 130
( [A ][B ][C ]) = [ C ] [ B] [ A]
0 −2 8
10 2
T
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FOLFNKHUHWRGRZQORDG 2.10
3 5 −7 7 T 8 −4 C = B AB = −3 4 9 195 − 119 − 119 = 300 2 −199 −385 198 393
40 − 10 − 25 5 7 − 3 10 15 12 7 8 4 − − −25 12 30 3 −4 9 889 − 2,132 5 7 −3 1, 451 −7 8 4 = 889 2,912 −2,683 3 −4 9 −2,132 −2,683 5,484
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FOLFNKHUHWRGRZQORDG 2.11
0.6 − 0.8 0.8 0.6 C = BT AB = −0.6 0.8 −0.8 −0.6 260 − 220 180 40 0.6 = −260 220 −0.8 −180 −40
300 − 100 −100 200
0.6 0.8 − 0.6 − 0.8 −0.8 0.6 0.8 −0.6
76 − 332 − 76 332 0.8 − 0.6 − 0.8 76 168 − 76 −168 = 0.6 0.8 −0.6 −332 −76 332 76 76 168 −76 −168
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FOLFNKHUHWRGRZQORDG 2.13
−7 3cos x −4 x dA 3cos 2 2cos sin 9 x − x x = − x dx −7 −9 x2 6sin x cos x
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FOLFNKHUHWRGRZQORDG 2 x − 3x −x + 5 2 4 x − 12 x − x 3 + 8 ; C = A+B = 2 x3 − 7 − 3 x 2 + 5 x 3 − x2 + 6 x 2 x − 1 2
2.14
−1 4x − 3 8 12 x − −3x 2 dC = 6x 2 −6 x + 5 dx 2 6 x −2 x + 6
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FOLFNKHUHWRGRZQORDG 12 − 30 x −30x 3 [ A][B ] = − 6 x + 14 x 2 + 25 x 5
− 10 x2 − 20 x3 −2x − 4x 2 + 9 x 5 3 28 x + 8 x
− 120 x 3 d [A ][B ] = −90x 2 dx − 6+ 28x + 125x 4
− 20 x − 60 x 2 −2 − 8 x + 45 x4 2 28+ 24x
4
2.15
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FOLFNKHUHWRGRZQORDG 2.16
2 x 0 0 ∂ [A ] = 0 3 y 0 ∂x 0 0 4 z 0 − 2 y 0 ∂ [A ] = −2 y 3 x − z ∂y 0 0 − z
0 ∂ [ A] = 0 ∂z 4z
0 0 −y
4z − y 4x
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