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Solution manual vector mechanics engineers dynamics 8th beer chapter 12

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Let y be positive downward position for all blocks... Let y be positive downward for both blocks... Let a be the acceleration of the plywood, P a be the acceleration of the T truck, and

Trang 3

Chapter 12, Solution 3

Assume g =32.2 ft/s2

W m g

W m g

Trang 4

750 10

59.046 lb s /ft12.7019 10

mv m v

Trang 6

v v dv = a dx

2 0

1

2v a x f

( ) ( )( )

Trang 7

f

v x

a

= − = −

+

Trang 10

Chapter 12, Solution 10

Kinematics: Uniformly accelerated motion (x0 = 0, 0v0 = )

( )( ) ( )

Trang 12

Chapter 12, Solution 12

Let the positive directions of x A and x B be down the incline

Constraint of the cable: x A +3x B = constant

For block A: Σ =F ma: m g A sin 30° −T =m a A A (1)

For block B: Σ =F ma: m g B sin 30° −3T =m a B B = −m a B A (2)

Eliminating T and solving for a A,

Trang 13

Chapter 12, Solution 13

Let the positive directions of x and A x be down the incline B

Constraint of the cable: x A +3x B =constant

Trang 15

Chapter 12, Solution 14

2

55000 lb 1708.1 lb s / ft32.2 ft/s

A

2 2

44000 lb

1366.5 lb s / ft32.2 ft/s

Trang 16

2 2

44000 lb

1366.5 lb s / ft32.2 ft/s

b x

F a

3110 lb compression

c

Trang 20

3.88 lb 10 lb0.20 sin 25 cos 25

Trang 21

Chapter 12, Solution 18

Assume aB>aA so that the boxes separate Boxes are slipping

k

µ µ= 0:ΣF y= N mg− cos15° = 0

Trang 22

Chapter 12, Solution 19

Let y be positive downward position for all blocks

Constraint of cable attached to mass A: y A +3y B = constant

Trang 23

Chapter 12, Solution 20

Let y be positive downward for both blocks

Constraint of cable: y A+y B=constant

v t a

continued

Trang 24

(a) Acceleration of block A

Trang 25

Chapter 12, Solution 21

(a) Maximum acceleration The cable secures the upper beam; only the lower beam can move

For the upper beam, ΣF y =0: N1−W =0

(b) Maximum deceleration of trailer

Case 1: Assume that only the top beam slips As in Part (a) N1=mg

: 0.25

20.25 8.05 ft/s

continued

Trang 26

Case 2: Assume that both beams slip As before N2=2W.

Trang 27

Chapter 12, Solution 22

Since both blocks move together, they have a common acceleration Use

blocks A and B together as a free body

f B

F N

Trang 28

Chapter 12, Solution 23

(a) Kinematics of the belt v o = 0

1 Acceleration phase with 2

(b) Motion of the package

1 Acceleration phase Assume no slip ( ) 2

Trang 29

Since 3.2 m/s2 < 3.43 m/s ,2 the package does not slip

F a

Trang 31

Chapter 12, Solution 25

Let a be the acceleration of the plywood, P a be the acceleration of the T

truck, and aP T/ be the acceleration of the plywood relative to the truck

(a) Find the value of a so that the relative motion of the plywood with T

respect to the truck is impending a P = a Tand

12.5 m/s ,0.4

P T

P T

x a

Trang 33

Chapter 12, Solution 26

At maximum speed a = 0 F0 = kv02 = 0 0

2 0

F k v

=When the propellers are reversed, F is reversed 0

2 0

0.347m v

x

F

Trang 34

t t

Trang 35

= −+

0

0

0 2

h v

dy

v k

= −+

0

0 2

1ln

Trang 36

= −

0 0

f v

1ln2

f v

f

kh k

e mg

Trang 37

0 0

Trang 38

Chapter 12, Solution 30

Let y A , y B , and y C be the position coordinates of blocks A, B, and C respectively measured downward from the

upper support Then the corresponding velocities and accelerations are positive downward

Constraint of cable: y Ay B + y A+2y B + y C =constant

Trang 39

Assume that block B slides downward relative to block A Then the friction

force F is directed as shown Its magnitude is 1

Assume that block A slides downward relative to the fixed plane The

friction force F is directed as shown Its magnitude is 2

Trang 40

Chapter 12, Solution 32

Let the positive direction for position coordinates, velocities, and accelerations be to the right Let the origin

lie at the fixed anchor

Constraint of cable: 3(x Cx A) (+ x Cx B) (+ −x B) = constant

A

From (3), ( )(2 6.0605 32.2)( ) 2

39.0 ft/s10

B

41.5 ft/s20

Trang 42

Substitute (2), (3) and (5) into (1).

A

0.20 32.2 29.37 ft/s0.31056

Since a A, a B, and a are to the right, the friction forces C

, F F A B, and F are to the left as assumed C

(b) Tension in the cable T = 5.56 lb W

Trang 43

Chapter 12, Solution 34

Let the positive direction of x and y be those shown in the sketch, and let

the origin lie at the cable anchor

Constraint of cable: x A + y B A/ = constant or a A + a B A/ = 0,where the positive directions of a A and a B A/ are respectively the x and the y

Trang 44

Chapter 12, Solution 35

Motion of B relative to A Particle B is constrained to move on a circular path with its center at point A (aB A t/ ) is the component of aB A/ lying along the circle, say to the left in the diagram and (aB A n/ ) is directed

toward point A Initially, aB A/ = 0, since the system starts from rest

(a) aB = aA +aB A/ = (a A 25° +) (a B A/ ) Crate B: ΣF x = Σma x: 0 = m a B B A/ − m a B Acos 25°

/ cos 25 0.4cos 25 0.363

2 / 0.363 m/s

Trang 47

4 sin 25 sin 50

3.0642 ftsin 25

Trang 48

Chapter 12, Solution 39

(a) 0:ΣF y = Tsinθ −W = 0

16sin sin 60

W T

g

ρθ

°

Trang 49

Chapter 12, Solution 40

2

, 1 tan or 452

Trang 50

OB OC

C n

Trang 51

By Eq (2), v2 = (0.10261 5.2198)( ) (+ 0.15 0)( ) = 0.5356 m / s2 2

For 0 ≤ T BA, T BC, T DA, T DE ≤ 75 N, 0.732 m/s ≤ v ≤ 4.34 m/s W

Trang 52

By (2), v2 = (0.115702 116)( ) (+ 0.046587 41.216)( ) =15.34 m / s2 2

Try T CA = 0 By 1 , ( )a T CB = −50.78 N unacceptable( )Try T CB = 0 By 1 , ( )b T CA = 64.03 N acceptable( )

By (2), v2 = (0.115702 64.030)( ) +0 = 7.408 m / s2 2

2.72 m/s

v =For 0 ≤ T CA, T CB ≤116 N, 2.72 m/s ≤ v ≤ 3.92 m/s W

Trang 54

v t a

Trang 55

Just before point B v =509.2 ft/s, ρ =(4)(5280) = 21120 ft

( )2 2

2

509.2

12.277 ft/s21120

n

v a

Trang 56

5.124 506.2

21120

Trang 57

Chapter 12, Solution 48

(a) v =160 km/h = 44.44 m/sWheels do not touch the road

v g

Trang 60

A n

C n

Trang 61

Effective forces at B: 2 120 222.2 103 230 lb

32.2 3600

B n

W v ma

Trang 63

(88.889) cos51.875 (200) (9.81)sin 51.875

=(88.889) sin 51.875 (200)(9.81) cos51.875

Trang 64

(c) Minimum speed F = −µN

2 2

Trang 65

θ φρ

Trang 66

θ φρ

Then, θ φ+ =sin−1u =14.90°

Trang 67

Chapter 12, Solution 56

If the collar is not sliding, it moves at constant speed on a circle of radius ρ =rsin θ v=ρω

Normal acceleration a n v2 ρ ω2 2 ( sin )r θ ω2

Trang 69

Since Fs N, the collar slides

Since the collar is sliding, Fk N

n F

Trang 70

Form the ratio F

N, and set it equal to µs for impending slip

Trang 71

s s

Trang 72

644× −6

=

Trang 73

This is the friction force available to cause the trunk to slide

The normal force N is calculated from equilibrium of forces in the

Trang 74

n n

4.0041, the ratio becomes

4.0041 sin0.7

B

N v

θµ

d d

(a) Minimum value of µs for no slip ( )µs min = 0.258 W

(b) Corresponding values of θ θ =14.5 and 165.5° ° W

Trang 75

n n

Trang 76

For impending motion to the right: F tan s 0.35

Trang 77

Chapter 12, Solution 64

Consider the motion of one electron For the horizontal motion, let x = 0

at the left edge of the plate and x = l at the right edge of the plate At the screen,

2

x = l + L

Horizontal motion: There are no horizontal forces acting on the electron so that a x = 0

Let t1 = when the electron passes the left edge of the plate, 0 t = when t1

it passes the right edge, and t = when it impacts on the screen For t2

uniform horizontal motion,

Vertical motion: The gravity force acting on the electron is neglected since

we are interested in the deflection produced by the electric force While the electron is between plates (0 ≤ ≤t t1), the vertical force on the electron is

Trang 78

Chapter 12, Solution 65

Consider the motion of one electron For the horizontal motion, let x = 0

at the left edge of the plate and x = l at the right edge of the plate At the screen,

2

x = l + LHorizontal motion: There are no horizontal forces acting on the electron so that a =x 0

Let t = when the electron passes the left edge of the plate, 1 0 t = when t1

it passes the right edge, and t = when it impacts on the screen For t2uniform horizontal motion,

Vertical motion: The gravity force acting on the electron is neglected since

we are interested in the deflection produced by the electric force While the electron is between the plates (0 ≤ ≤t t1), the vertical force on the electron is Fy = eV d/ After it passes the plates (t1 ≤ ≤t t2),

0.4252

eV

dmdvl <

Trang 84

(a) Acceleration of B relative to the rod

m r&&−rθ& = r&&= rθ& = =

2 / rod 258 ft/s

Trang 87

Chapter 12, Solution 74

Let r and θ be polar coordinates of block A as shown, and let y be the B

position coordinate (positive downward, origin at the pulley) for the rectilinear motion of block B

Constraint of cable: r + y B =constant,

W g a

Trang 88

Chapter 12, Solution 75

Let r and θ be polar coordinates of block A as shown, and let y be the B

position coordinate (positive downward, origin at the pulley) for the rectilinear motion of block B

Radial and transverse components of v A.Use either the scalar product of vectors or the triangle construction shown, being careful to note the positive directions of the components

cos306cos30 5.19615 ft/s

v r

Trang 89

Substituting Eq (6) into Eq (4) and solving for a A,

Trang 90

v r

Trang 91

F r

Since the particle moves under a central force, aθ = 0

continued

Trang 92

Magnitude of acceleration:

2

2 0

But

2 0

r

θ =     Hence,

2 0

n

v a r

0

r r

ρ = W

Trang 93

θ

Trang 94

°

2 0 0

8

t

mv F r

Trang 95

 

 Using r = 3R as given leads to

Trang 96

398.06 10 86.1624 10

42.145 10 m4

14.077 10 86.1624 10

138.334 10 ft4

Trang 97

(b) In SI units:

42.145 10

GM v

GM v

Trang 98

πτ

Solving for r,

1/ 3

2 2 2

Trang 99

Chapter 12, Solution 83

Let M be the mass of the sun and m the mass of Venus

For the circular orbit of Venus,

GM M

GM g R

Trang 100

126.98 10 617.76 10

1.071 10 m4

2 126.98 10

8.209 10 m/s1.4420 10

Trang 101

398.06 10 7200

8.055 10 m4

6.37 10

8.055 10

R r

×37.74

θ = °

(75.48 7200)( )2

Trang 102

2 6.7584 10

8.3923 10 s173.032 10

π

Trang 103

2 2 constant4

44

GM M

G

ππ

4 34.068 10

39.1 1034.4 10

Trang 104

7.33 10 10.4 10

5.196 10 m/s14.67 10

A A B

B

r v v

14.67 10

B B

×45

φ = °

3

5.196 10 7.349 10 m/ssin 45 sin 45

B B

Trang 105

4.6849 10

97.70 10 ft/s490.8 10

E

E

GM v

A A B B

r v v r

×For circular orbit of Mars, r M =141.5 10 mi = 747.12 10 ft× 6 × 9

3 sun

9

4.6849 10

79.187 10 ft/s747.12 10

M

M

GM v

Trang 106

34.4 10 5.03 10

4.8382 10 ft/s7.392 10

A v

2

34.4 10 5.03 10

5.0208 10 ft/s6.864 10

B v

3 1

7.392 10 4.7522 10

5.1178 10 ft/s6.864 10

B

B

r v v

Trang 107

9.81 6.37 10

7.55173 10 m/s6.98 10

A

A

gR v

circ

9.81 6.37 10

7.73102 10 m/s6.66 10

B

B

gR v

1

6.66 10 7.81602 10

7.54416 10 m/s6.90 10

B B C

C

r v v

r

×For path CD

6

6.90 10 7.62316 10

7.53579 10 m/s6.98 10

D

D

r v v

Trang 108

Let y be the position coordinate of B, positive upward with origin at O

Constraint of the cord: ry =constant or y=r

(a) Kinematics: ( )a B y = y = r and ( )a A r = − r rθ2

Collar B: ΣF y = m a B B: TW B = m y B=m r B (1) Collar A: ΣF r = m a A( )A r: −T = m r A(− rθ2) (2)

Adding (1) and (2) to eliminate T,

0.08075 0.6 10 2.60.08075 0.08075

Trang 109

v r

Adding (1) and (2) to eliminate T,

0.08075 1.2 3.00 2.6

10.70 ft/s0.08075 0.08075

A

Trang 110

F a

r

θθ

B rod

Trang 111

r r

Trang 112

r r

θ

(2)(2.9432)(0.750)0.600

Trang 113

Chapter 12, Solution 96

2 2

dθ + = = mh u by Eq (12.37 )

2mh u 2mh F

Trang 114

dθ + = − = mh u by Eq (12.37 )

5mh u 5mh F

r The minus sign

indicates that the force is repulsive, as shown in Fig P12.97

Trang 115

2 2

0 0

0

0 2

0

0 0

+

2 2

u r

12

GM

r

Trang 116

θθ

Trang 117

=Data: r0=350 10 km× 3 =350 10 m× 6

Trang 118

GM v

Trang 120

×

Trang 122

10.599 10 ft/s

A A

h v r

Trang 123

GM v

r

×

×Elliptic orbit

Using Eq (12.39), 1 2 cos A and 1 2 cos B

162.74 10108.27 10 m /s

9

3 6

108.27 10

6.614 10 m/s16.370 10

A A

h v r

108.27 10146.37 10

B B

h v r

Trang 124

For elliptic orbit AB, r A =325 10 m, × 9 r B =148 10 m× 9

Using Eq (12.39), 1 2 cos A and 1 2 cos B

473 105.1907 10 m /s

A B AB

GMr r h

5.1907 10

15.971 10

325 10

AB A

A

h v r

Trang 125

( ) ( 18)( 9)( 9)

9

15 2

2 132.474 10 325 10 137.6 102

462.6 105.0609 10 m /s

A B AB

GMr r h

5.0609 10

15.572 10 m/s

325 10

AB A

A

h v

5.0609 10

36.780 10 m/s137.6 10

AB B

B

h v

9

15 2

2 132.474 10 137.6 10 264.7 102

402.3 104.8977 10 m /s

B A

B A

GMr r h

4.8977 10

35.594 10 m/s137.6 10

B A B

B

h v

Trang 126

For Venus, GM =0.82 GMearth =326.41 10× 12 m /s3 2

For a parabolic trajectory with r A =15×10 m6

GMr r h

continued

Trang 127

( ) 9 3

6 2

96.571 10

6.4381 10 m/s

AB A

A

h v

B

h v

GMr r h

B

h v

BC C

C

h v

r

×

×Final circular orbit r C = ×9 10 m6

Trang 129

For Venus, GM =0.82GMearth =326.409 10 m /s× 12 3 2

Transfer orbit AB: v A=6500 m/s,r A =15 10 m× 6

B

h v

r

×

×

Trang 130

Second transfer orbit BC r C = ×9 10 m6

507.56 10

B C BC

GMr r h

B

h v

75.968 10

8.4409 10 m/s

9 10

BC C

C

h v

r

×

×Circular orbit with r C = ×9 10 m.6

6 2

Trang 131

2 1.51188 102

10.0901 10 ft/s29.7 10

A

A

GM v

r

×

×

First elliptic transfer orbit AB

Using Eq (12.39), 1 2 cos A and 1 2 cos B

623.7 10

A B AB

GMr r h

π

τ = τ =

3 9

311.85 10 132.82 10

444.95 10 s292.45 10

AB

π

Trang 133

GM v

ππ

×For elliptic orbit of spacecraft it is given that

3 0

3 8.5038 10 s2

Trang 134

2 29.543 10 28.703 102

626.54 10 ft /s8.5038 10

626.54 10

27.789 10 ft/s22.546 10

A A

h v r

Trang 135

0 3/ 2

0

3/ 2 3

3/ 2

3/ 2 0

0 3/ 2

R GM

r R

πτ

Trang 136

2 15.458 102

3.753 10 s823.78 10

BC

A t

h

×

Trang 137

×3

Trang 139

For the moon, GM =(0.01230 14.077 10) ( × 15) =173.149 10 ft /s× 12 3 2

For elliptic orbit AB, r A =1110 mi = 5.861 10 ft, × 6 r B = 2240 mi =11.827 10 ft× 6

Using Eq (12.39), 1 2 cos A and 1 2 cos B

36.839 10 3.1148 10 ft/s11.827 10

AB B A

h v r

Trang 140

Dividing Eq (2) by Eq (1),

33.726 10

2.8516 10 ft/s11.827 10

BC B

B

h v

r

×

×( ) ( )2 1 263.2 ft/s

Trang 141

19.536 10

0.9343 rad 53.53420.909 10

AB s R

×For an elliptic trajectory, 1 GM2 (1 cos )

C A

r r

εε

−1.2348 1

0.68661.2348 cos153.233

337.5 10

13.07 10 ft/s25.819 10

C C

h v r

×

Trang 142

14.0771 10

25.3159 10 ft/s21.9648 10

A

A

GM v

Trang 143

15 2 9

14.0771 10

5.997512 cos 50522.6946 10

Trang 145

B A

εε

Trang 146

Chapter 12, Solution 122

For an ellipse 2a =r A+r B and b = r r A B

Using Eq (12.39), 1 2 cos A and 1 2 cos B

ττ

=

Trang 147

1

h a

=

Trang 150

Using (2) and (3) to eliminate N AB and solve for a A,

(a) Acceleration of block A aA = 8.63 ft/s2 W Substituting for a into (1) and solving for A a B A/ ,

(b) Acceleration of B relative to A aB A/ = 32.2 ft/s2 25° W

Trang 151

Chapter 12, Solution 127

2

1805.59 lb s /ft32.2

W m g

Trang 153

6.18 ft/s ≤ ≤v 13.05 ft/s W

Trang 155

1 sin

with 0cos

b b

r b

(b) Forces P and Q exerted on the pin by the arm OA and the wall of the

slot DE, respectively

Trang 156

4 r

M G

πτ

=Data: r = 384.5 10 m× 6

4 384.5 10

6.04 1066.73 10 2.3604 10

Trang 158

Chapter 12, Solution 134

Let r and θ be polar coordinates with the origin lying at the shaft

Constraint of rod: θB =θA +π radians; θ&B =θ&A =θ θ& &&; B =θ&&A =θ&& (a) Components of acceleration

Sketch the free body diagrams of the balls showing the radial and transverse components of the forces acting on them Owing to frictionless sliding of B along the rod, ( )FB r = 0

Radial component of acceleration of B

( ) :

Transverse components of acceleration

( )aA θ =rAθ&&+2r&Aθ& =raθ&&

( )aB θ =rBθ&&+2r& (1) Bθ&

Since the rod is massless, it must be in equilibrium Draw its free body diagram, applying Newton’s 3rd Law

Trang 159

m r θ&+m r θ& = m r θ& + m r θ&

Applying to the final state with ball B moved to the stop at C,

( )2

0 0

Trang 160

GM v

r

×

×For the descent trajectory,

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