Dynamics in Engineering Practice 6 Edition Chapter 2: SELECTED...

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Page 1: Dynamics in Engineering Practice 6 Edition Chapter 2: SELECTED ANSWERSrotorlab.tamu.edu/me363/CHAPTER2/Chapt2_ANS_SP0… ·  · 2007-01-22Dynamics in Engineering Practice 6th Edition

617

Dynamics in Engineering Practice 6th Edition Chapter 2: SELECTED ANSWERS:

Problem 2.1

2( ) ( 2 )

r r

r r r r

θ

θ θ θ

= +

= − + +r θ

r θ

r ε ε

r ε ε

Problem 2.2

2 2v vv sρ ρ

= + = +t n t na ε ε ε ε

Problem 2.3 2vsρ

= +t na ε ε

Problem 2.4

2

1 mm/s

2

0.5 mm/s

2

X

Y

X

Y

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

0.2545 mm/s

2.221

0.6733 mm/s

1.948

r

r

vv

aa

θ

θ

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

2.236mm/s

0

2.012mm/s

0.4474

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.5

2

0.383 m/s

4.24

9.24 m/s

84.9

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

3.86 m/s

1.797

83.01 m/s

20.07

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

4.26 m/s

0

83.72m/s

16.84

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.6

2

551.5 mm/s

1103.1

6927 mm/s

13854

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

740 mm/s

986.5

15490 mm/s

0

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

1233mm/s

0

9294mm/s

12390

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.7

2

5.4 mm/s

5.25

0.4 mm/s

0.25

X

Y

X

Y

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

3.54 mm/s

6.65

0.305 mm/s

0.360

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

7.53 mm/s

0

0.461mm/s

0.0996

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.8

2

6.928 in/s

6.928

8 in/s

16

X

Y

X

Y

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

9.295 in/s

3.099

0.00158 in/s

17.89

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

9.798in/s

0

5.657in/s

16.97

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.9

a) sec180.2118.3

ftX

Y

vv

⎧ ⎫ ⎡ ⎤=⎨ ⎬ ⎢ ⎥−⎣ ⎦⎩ ⎭

; b) 'sec

'

12.35215.22

ftX

Y

vv

−⎧ ⎫ ⎡ ⎤=⎨ ⎬ ⎢ ⎥−⎣ ⎦⎩ ⎭

Problem 2.10

02

0

02

0 6

r rrv a

rv aθ θ

ωπ ω

⎧ ⎫−⎧ ⎫⎧ ⎫ ⎧ ⎫⎪ ⎪ ⎪ ⎪= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬−⎩ ⎭ ⎩ ⎭⎪ ⎪ ⎪ ⎪⎩ ⎭ ⎩ ⎭ ;

200

20 0

3124

34 12

X X

Y Y

rrv av ar r

πωω

ω πω

⎧ ⎫⎧ ⎫−⎪ ⎪⎧ ⎫ ⎧ ⎫⎪ ⎪

= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬− −⎩ ⎭ ⎩ ⎭⎪ ⎪ ⎪ ⎪

⎩ ⎭ ⎩ ⎭

;0

20

02

0 6

t t

n n

rv arv a

ωπω

⎧ ⎫⎧ ⎫⎧ ⎫ ⎧ ⎫⎪ ⎪ ⎪ ⎪= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬⎩ ⎭ ⎩ ⎭⎪ ⎪ ⎪ ⎪⎩ ⎭ ⎩ ⎭

Dynamics in Engineering Practice Chapter 2 Answers Spring 2007

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Problem 2.11

2

300 mm/s

1600

12800 mm/s

8800

r

r

vv

aa

θ

θ

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

1060 mm/s

1236

6685 mm/s

14021

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

1628.3mm/s

0

6295mm/s

14200

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.12

2

117.3 m/s

236.4

831 m/s

1174.8

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

263.8 m/s

8.28

722.4 m/s

1245

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

263.9m/s

0

683mm/s

1267

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.13

2

3265 mm/s

1850

1695090 mm/s

241960

r

r

vv

aa

θ

θ

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

1375 mm/s

3492

1165719 mm/s

1254183

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

3753mm/s

0

1594042mm/s

625274

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.14

2

500 m/s

220

17 m/s

78

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

509.1 m/s

198

43.13 m/s

67.18

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

546.2m/s

0

15.78m/s

78.26

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.15

2

1.102 m/s

7.383

53.31 m/s

13.85

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

6.00 m/s

4.441

27.90 m/s

47.49

X

Y

X

Y

vv

aa

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

7.464m/s

0

5.88m/s

54.85

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.16

26.9498 14.398 ft/s ft/s

0 17.28t t

n n

v av a⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫

= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭

; 26.214 20.61ft/s ft/s

3.112 9.00X X

Y Y

v av a

⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬−⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭

; 26.838 11.08 ft/s ft/s

1.242 19.57r rv a

v aθ θ

⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭

Problem 2.17 Let θ=3.810 in the CCW direction

2;27.78 2

0 0.7617t t

n n

ms

v am s

v a= =

⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬

⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭; 27.78

m/s0

X

Y

vv

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

; 22m/s

0.7617X

Y

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

27.72m/s

1.846rv

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

; 21.945m/s

0.893ra

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.18

2200 1 m/s m/s

0 0.4565t t

n n

v av a

−⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭

; 248.51 0.685m/s m/s

194.03 0.859X X

Y Y

v av a

−⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬−⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭

; 2195.24 1.075 m/s m/s

43.39 0.229r rv a

v aθ θ

−⎧ ⎫ ⎧ ⎫⎧ ⎫ ⎧ ⎫= =⎨ ⎬ ⎨ ⎬ ⎨ ⎬ ⎨ ⎬⎩ ⎭ ⎩ ⎭⎩ ⎭ ⎩ ⎭

Problem 2.19

2

20 m/s

0

2 m/s

1.432

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

17.89 m/s

8.95

1.1483 m/s

2.175

X

Y

X

Y

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

19.53m/s

4.34

1.164m/s

1.831

r

r

vv

aa

θ

θ

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.20

2

40 ft/s

0

0.32 ft/s

27.31

t

n

t

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

22.19 ft/s

33.3

22.89 ft/s

14.89

X

Y

X

Y

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

5.78ft/s

39.6

26.98ft/s

4.252

r

r

vv

aa

θ

θ

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Dynamics in Engineering Practice Chapter 2 Answers Spring 2007

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Problem 2.21

2

sec

sec

50

1.55.674

t m

n

t m

n

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭−⎧ ⎫ ⎧ ⎫

=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

2

sec

sec

1.7334.69

5.8420.559

X m

Y

X m

Y

vv

aa

⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

2

sec

sec

3.3483.713

3.2094.913

r m

r m

vv

aa

θ

θ

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬−⎩ ⎭⎩ ⎭

−⎧ ⎫ ⎧ ⎫=⎨ ⎬ ⎨ ⎬⎩ ⎭⎩ ⎭

Problem 2.6

a

v

θ

γ

β

r

Y

X

β’

εt

εn

εθ

εr

a

v

θ

γ

β

r

Y

X

β’

Problem 2.7a

εθ

εr

γ

v

β’ r

Y

X

a

θ β

Problem 2.9

Y X’

Y’ vX

v vX

vY’

X

vX’

θ

n

γ

v β’ r

Y

X a θ

t

θ

r

Problem 2.4

γ

v

β’r

Y

X

a

θβ

εn’

εt

εn

Problem 2.7b Problem 2.8

v

β

r

Y

X

a

γ

θ

t

n

θ

r

Problem 2.5

εθ

εr

a

θ

v

γ

r

Y

X

β β’

εn

εt

a

θ

v

γ

r

Y

X

β β’

Dynamics in Engineering Practice Chapter 2 Answers Spring 2007

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620

Problem 2.10

J

Y θ εθ εr

θ

θ

a r

I

X

v

β

et

en

Problem 2.15

εθ

εr

v

a

β

θ

Y

X

r εn

εt v

a

β

θ

Y

X

r

εr

εn

εθ

εt

v

a

β θ

Xr

Y

Problem 2.11

εr

εθ

v

a

β

θ

Y

X

r

β’

εn

εt v

a

β

θ

Y

X

r

β’

Problem 2.12

εθ εr

β

Y

r

θ

v a

X

εn

εt

β

Y

r

θ

va

X

β’

Problem 2.13

a

θ

r

θy

A

vr

β

X

Y y

x

r

t

n

θ v

Problem 2.14

Dynamics in Engineering Practice Chapter 2 Answers Spring 2007

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621

X

εθ

εr

εt

Y εn

β’

θ’

r

v

a

Problem 2.16

εt

εn

v

X

Y

θr

a

Problem 2.17

Problem 2.18 εt

εn

v

a

X

Y

θ

β

r

εr

εθ

v

a

X

Y

θ

β

r

εr

εθ

θ

a v

X

Y

β

r

εt εn

θ

a v

X

Y

β

r

Problem 2.19

β

εt

εn

β’ r

Y

X

θ

a

v

Problem 2.20

εθ εr

β’r

Y

X

θ

a

v

β

0 1 2 3 4 5 60

1

2

3

4

5

6

pathobject

X (m)

Y (m

)

6

0

Y j dx.( )

Y X( )

60 j dx. X,

Y

X

v

θr

r

θ

aXaY

vX

vY

ar

vθvr

Problem 2.21

v

X

Y

θ r

a

εr

εθ

Dynamics in Engineering Practice Chapter 2 Answers Spring 2007