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 3Chapter 12, Solution 3
Assume g =32.2 ft/s2
W m g
W m g
Trang 4750 10
59.046 lb s /ft12.7019 10
mv m v
Trang 6v v dv = a dx
2 0
1
2v a x f
( ) ( )( )
Trang 7f
v x
a
= − = −
+
Trang 10Chapter 12, Solution 10
Kinematics: Uniformly accelerated motion (x0 = 0, 0v0 = )
( )( ) ( )
Trang 12Chapter 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 13Chapter 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 15Chapter 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 162 2
44000 lb
1366.5 lb s / ft32.2 ft/s
b x
F a
3110 lb compression
c
Trang 203.88 lb 10 lb0.20 sin 25 cos 25
Trang 21Chapter 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 22Chapter 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 23Chapter 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 25Chapter 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 26Case 2: Assume that both beams slip As before N2=2W.
Trang 27Chapter 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 28Chapter 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 29Since 3.2 m/s2 < 3.43 m/s ,2 the package does not slip
F a
Trang 31Chapter 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 33Chapter 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 34t 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 370 0
Trang 38Chapter 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 A− y B + y A+2y B + y C =constant
Trang 39Assume 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 40Chapter 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 C − x A) (+ x C − x B) (+ −x B) = constant
A
From (3), ( )(2 6.0605 32.2)( ) 2
39.0 ft/s10
B
41.5 ft/s20
Trang 42Substitute (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 43Chapter 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 44Chapter 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 474 sin 25 sin 50
3.0642 ftsin 25
Trang 48Chapter 12, Solution 39
(a) 0:ΣF y = Tsinθ −W = 0
16sin sin 60
W T
g
ρθ
°
Trang 49Chapter 12, Solution 40
2
, 1 tan or 452
Trang 50OB OC
C n
Trang 51By 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 52By (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 54v t a
Trang 55Just 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 565.124 506.2
21120
Trang 57Chapter 12, Solution 48
(a) v =160 km/h = 44.44 m/sWheels do not touch the road
v g
Trang 60A n
C n
Trang 61Effective 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 65θ φρ
Trang 66θ φρ
Then, θ φ+ =sin−1u =14.90°
Trang 67Chapter 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 69Since F >µs N, the collar slides
Since the collar is sliding, F =µk N
n F
Trang 70Form the ratio F
N, and set it equal to µs for impending slip
Trang 71s s
Trang 72644× −6
=
Trang 73This is the friction force available to cause the trunk to slide
The normal force N is calculated from equilibrium of forces in the
Trang 74n 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 75n n
Trang 76For impending motion to the right: F tan s 0.35
Trang 77Chapter 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 78Chapter 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 87Chapter 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 88Chapter 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 89Substituting Eq (6) into Eq (4) and solving for a A,
Trang 90v r
Trang 91F r
Since the particle moves under a central force, aθ = 0
continued
Trang 92Magnitude of acceleration:
2
2 0
But
2 0
r
θ = Hence,
2 0
n
v a r
0
r r
ρ = W
Trang 93θ
Trang 94°
2 0 0
8
t
mv F r
Trang 95
Using r = 3R as given leads to
Trang 96398.06 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 98πτ
Solving for r,
1/ 3
2 2 2
Trang 99Chapter 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 100126.98 10 617.76 10
1.071 10 m4
2 126.98 10
8.209 10 m/s1.4420 10
Trang 101398.06 10 7200
8.055 10 m4
6.37 10
8.055 10
R r
×37.74
θ = °
(75.48 7200)( )2
Trang 1022 6.7584 10
8.3923 10 s173.032 10
π
Trang 1032 2 constant4
44
GM M
G
ππ
4 34.068 10
39.1 1034.4 10
Trang 1047.33 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 1054.6849 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 10634.4 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 1079.81 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 108Let y be the position coordinate of B, positive upward with origin at O
Constraint of the cord: r− y =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: T −W 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 109v 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 110F a
r
θθ
B rod
Trang 111r r
Trang 112r r
θ
(2)(2.9432)(0.750)0.600
Trang 113Chapter 12, Solution 96
2 2
dθ + = = mh u by Eq (12.37 )
2mh u 2mh F
Trang 114dθ + = − = 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 1152 2
0 0
0
0 2
0
0 0
+
2 2
u r
12
GM
r
Trang 116θθ
Trang 117=Data: r0=350 10 km× 3 =350 10 m× 6
Trang 118GM v
Trang 120×
Trang 12210.599 10 ft/s
A A
h v r
Trang 123GM 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 124For 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 126For 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 129For 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 130Second 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 1312 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 133GM v
ππ
×For elliptic orbit of spacecraft it is given that
3 0
3 8.5038 10 s2
Trang 1342 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 1350 3/ 2
0
3/ 2 3
3/ 2
3/ 2 0
0 3/ 2
R GM
r R
πτ
Trang 1362 15.458 102
3.753 10 s823.78 10
BC
A t
h
×
Trang 137×3
Trang 139For 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 140Dividing 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 14119.536 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 14214.0771 10
25.3159 10 ft/s21.9648 10
A
A
GM v
Trang 14315 2 9
14.0771 10
5.997512 cos 50522.6946 10
Trang 145B A
εε
Trang 146Chapter 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 1471
h a
=
Trang 150Using (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 151Chapter 12, Solution 127
2
1805.59 lb s /ft32.2
W m g
Trang 1536.18 ft/s ≤ ≤v 13.05 ft/s W
Trang 1551 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 1564 r
M G
πτ
=Data: r = 384.5 10 m× 6
4 384.5 10
6.04 1066.73 10 2.3604 10
Trang 158Chapter 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 159m 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 160GM v
r
×
×For the descent trajectory,