Solution manual engineering mechanics dynamics 12th edition chapter 22

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•22–1. A spring is stretched 175 mm by an 8-kg block. If
the block is displaced 100 mm downward from its
equilibrium position and given a downward velocity of
1.50 m>s, determine the differential equation which
describes the motion. Assume that positive displacement is
downward. Also, determine the position of the block when
t = 0.22 s.
+ T ©Fy = may ;

$
mg - k(y + yst) = my

where kyst = mg

k
$
y +
y = 0
m
Hence p =

=

k
Am
A

Where k =

8(9.81)
= 448.46 N>m
0.175

448.46
= 7.487
8
‹

$
y + (7.487)2y = 0

$
y + 56.1y = 0

Ans.

The solution of the above differential equation is of the form:
y = A sin pt + B cos pt

(1)

#
y = y = Ap cos pt - Bp sin pt

(2)

At t = 0, y = 0.1 m and y = y0 = 1.50 m>s
From Eq. (1) 0.1 = A sin 0 + B cos 0
From Eq. (2) y0 = Ap cos 0 - 0

B = 0.1 m
A -

y0
1.50
=
= 0.2003 m
p
7.487

Hence

y = 0.2003 sin 7.487t + 0.1 cos 7.487t

At t = 0.22 s ,

y = 0.2003 sin C 7.487(0.22) D + 0.1 cos C 7.487(0.22) D
= 0.192 m

Ans.

22–2. When a 2-kg block is suspended from a spring, the
spring is stretched a distance of 40 mm. Determine the
frequency and the period of vibration for a 0.5-kg block
attached to the same spring.

k =

2(9.81)
F
=
= 490.5 N>m
y
0.040

p =

490.5
k
=
= 31.321
A 0.5
Am

f =

p
31.321
=
= 4.985 Hz

2p
2p

Ans.

1
1
=
= 0.201 s
f
4.985

Ans.

t =

988


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22–3. A block having a weight of 8 lb is suspended from a
spring having a stiffness k = 40 lb>ft. If the block is
pushed y = 0.2 ft upward from its equilibrium position
and then released from rest, determine the equation which
describes the motion. What are the amplitude and the
natural frequency of the vibration? Assume that positive
displacement is downward.
+ T ©Fy = may ;

$
mg - k(y + yst) = my

where kyst = mg

k
$
y +
y = 0
m
Hence

p =

40
k
=
= 12.689
A 8>32.2
Am

f =

p
12.689
=
= 2.02 Hz
2p
2p

Ans.

The solution of the above differential equation is of the form:
v = A sin pt + B cos pt

(1)

#
y = y = Ap cos pt - Bp sin pt

(2)

At t = 0, y = -0.2 ft and y = y0 = 0
From Eq. (1) -0.2 = A sin 0° + B cos 0°
From Eq. (2)

y0 = Ap cos 0° - 0

B = -0.2 ft

A =

y0
0
=
= 0
p
12.689

Hence

y = -0.2 cos 12.7t

Ans.

Amplitude

C = 0.2 ft

Ans.

*22–4. A spring has a stiffness of 800 N>m. If a 2-kg block
is attached to the spring, pushed 50 mm above its
equilibrium position, and released from rest, determine the
equation that describes the block’s motion. Assume that
positive displacement is downward.

p =

k
800

=
= 20
Am
A 2

y = A sin pt + B cos pt
y = -0.05 m when t = 0,
-0.05 = 0 + B;

B = -0.05

v = Ap cos pt - Bp sin pt
v = 0 when t = 0,
0 = A(20) - 0;

A = 0

Thus,
y = -0.05 cos (20t)

Ans.

989


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•22–5. A 2-kg block is suspended from a spring having a
stiffness of 800 N>m. If the block is given an upward
velocity of 2 m>s when it is displaced downward a distance
of 150 mm from its equilibrium position, determine the
equation which describes the motion. What is the amplitude
of the motion? Assume that positive displacement is
downward.

p =

k
800
=
= 20
Am
A 2

x = A sin pt + B cos pt
x = 0.150 m when t = 0,
0.150 = 0 + B;

B = 0.150

v = Ap cos pt - Bp sin pt

v = -2 m>s when t = 0,
-2 = A(20) - 0;

A = -0.1

Thus,
x = 0.1 sin (20t) + 0.150 cos (20t)

Ans.

C = 2A2 + B2 = 2(0.1)2 + (0.150)2 = 0.180 m

Ans.

22–6. A spring is stretched 200 mm by a 15-kg block. If the
block is displaced 100 mm downward from its equilibrium
position and given a downward velocity of 0.75 m>s,
determine the equation which describes the motion. What is
the phase angle? Assume that positive displacement is
downward.
k =

15(9.81)
F
=
= 735.75 N>m
y
0.2

p =

k
735.75
=
= 7.00
Am
A 15

y = A sin pt + B cos pt
y = 0.1 m when t = 0,
0.1 = 0 + B;

B = 0.1

v = Ap cos pt - Bp sin pt
v = 0.75 m>s when t = 0,
0.75 = A(7.00)
A = 0.107
y = 0.107 sin (7.00t) + 0.100 cos (7.00t)
f = tan - 1 a

Ans.

B
0.100
b = tan - 1 a
b = 43.0°
A
0.107

Ans.

990


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22–7. A 6-kg block is suspended from a spring having a
stiffness of k = 200 N>m. If the block is given an upward
velocity of 0.4 m>s when it is 75 mm above its equilibrium
position, determine the equation which describes the
motion and the maximum upward displacement of the
block measured from the equilibrium position. Assume that
positive displacement is downward.

p =

k
200
=
= 5.774

Am
A 6

x = A sin pt + B cos pt
x = 0.075 m when t = 0.
-0.075 = 0 + B;

B = -0.075

v = Ap cos pt - Bp sin pt
v = -0.4 m>s when t = 0,
-0.4 = A(5.774) - 0;

A = -0.0693

Thus,
x = -0.0693 sin (5.77t) - 0.075 cos (5.77t)

Ans.

C = 2A2 + B2 = 2(-0.0693)2 + ( -0.075)2 = 0.102 m

Ans.

*22–8. A 3-kg block is suspended from a spring having a
stiffness of k = 200 N>m. If the block is pushed 50 mm
upward from its equilibrium position and then released
from rest, determine the equation that describes the
motion. What are the amplitude and the frequency of the
vibration? Assume that positive displacement is downward.

p =

f =

200
k
=
= 8.165
A 3
Am

p
8.165
=
= 1.299 = 1.30 Hz
2p
2p

Ans.

x = A sin pt + B cos pt
x = -0.05 m when t = 0,
-0.05 = 0 + B;

B = -0.05

v = Ap cos pt - Bp sin pt
v = 0 when t = 0,
0 = A(8.165) - 0;

A = 0

Hence,
x = -0.05 cos (8.16t)

Ans.

C = 2A2 + B2 = 2(0)2 + (-0.05) = 0.05 m = 50 mm

Ans.

991


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•22–9. A cable is used to suspend the 800-kg safe. If the
safe is being lowered at 6 m>s when the motor controlling the
cable suddenly jams (stops), determine the maximum tension
in the cable and the frequency of vibration of the safe.
Neglect the mass of the cable and assume it is elastic such

that it stretches 20 mm when subjected to a tension of 4 kN.
4000
= 200 A 103 B N>m.
0.02
When the safe is being displaced by an amount y downward vertically from its
Free-body Diagram: Here the stiffness of the cable is k =

equilibrium

position, the

restoring

T = W + ky = 800(9.81) + 200 A 10

3

B y.

force

that

developed

in

the

cable

Equation of Motion:
+ c ©Fx = 0;
Kinematics: Since a =

800(9.81) + 200 A 103 B y - 800(9.81) = -800a
d2y
dt2

[1]

$
= y, then substituting this value into Eq. [1], we have
$
200 A 103 B y = -800y
$
y + 250x = 0

[2]

From Eq. [2], p2 = 250, thus, p = 15.81 rad>s. Applying Eq. 22–14, we have
f =

p
15.81
=
= 2.52 Hz
2p
2p

Ans.

The solution of the above differential equation (Eq. [2]) is in the form of
y = C sin (15.81t + f)

[3]

Taking the time derivative of Eq. [3], we have
#
y = 15.81 C cos (15.81t + f)

[4]

#
Applying the initial condition of y = 0 and y = 6 m>s at t = 0 to Eqs. [3] and [4] yields
0 = C sin f

[5]

6 = 15.81 C cos f

[6]

Solving Eqs. [5] and [6] yields
f = 0°

C = 0.3795 m

Since vmax = C = 0.3795 m, the maximum cable tension is given by
Tmax = W + kymax = 800(9.81) + 200 A 103 B (0.3795) = 83.7 kN

992

Ans.

6 m/s


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22–10. The body of arbitrary shape has a mass m, mass
center at G, and a radius of gyration about G of kG. If it is
displaced a slight amount u from its equilibrium position
and released, determine the natural period of vibration.
a + ©MO = IO a;

-mgd sin u =
$
u +

C

mk2G

gd
k2G + d2

O
d
u

$
+ md D u
2

G

sin u = 0

However, for small rotation sin u Lu. Hence
$
u +

gd
k2 + d2

u = 0

From the above differential equation, p =

t =

2p
=
p

2p
gd

gd
.
B k2G + d2

= 2p

k2G + d2
C gd

Ans.

A k2G + d2

22–11. The circular disk has a mass m and is pinned at O.
Determine the natural period of vibration if it is displaced a
small amount and released.
a + ©MO = IO a;

O

r

$
3
-mgru = a mr2 bu
2
$
2g
u + a bu = 0
3r
p =

2g
B 3r

t =

2p
3r
= 2p
p
A 2g

Ans.

993


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*22–12. The square plate has a mass m and is suspended
at its corner from a pin O. Determine the natural period of
vibration if it is displaced a small amount and released.

O

a

IO =

1
1
1
2
22 2
m(a2 + a2) + m ¢
a ≤ = ma2 + ma2 = ma2
12
2
6
2
3

a + ©MO = IO a;

-mg ¢

$
22
2
a ≤ u = a ma2 bu
2
3

#
3 22g
u + ¢
≤u = 0
4a
p =

322g
D 4a

t =

a
2p
= 6.10
p
Ag

Ans.

994

a


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•22–13. The connecting rod is supported by a knife edge
at A and the period of vibration is measured as tA = 3.38 s.
It is then removed and rotated 180° so that it is supported
by the knife edge at B. In this case the perod of vibration is
measured as tB = 3.96 s. Determine the location d of the
center of gravity G, and compute the radius of gyration kG.

A
d

G

Free-body Diagram: When an object of arbitary shape having a mass m is pinned at

O and is displaced by an angular displacement of u, the tangential component of its
weight will create the restoring moment about point O.
B

Equation of Motion: Sum monent about point O to eliminate Ox and Oy.
a + ©MO = IO a;

-mg sin u(I) = IO a

[1]

$
d2u
= u and sin u = u if u is small, then substitute these
dt2
values into Eq. [1], we have
Kinematics: Since a =

$
-mglu = IO u

From Eq. [2], p2 =

or

$
mgl
u +
u = 0
IO

[2]

mgl
mgl
, thus, p =
. Applying Eq. 22–12, we have
IO
B IO
t =

IO
2p
= 2p
p
B mgl

[3]

When the rod is rotating about B, t = tA = 3.38 s and l = d. Substitute these
values into Eq. [3], we have
3.38 = 2p

IA
B mgd

IA = 0.2894mgd

When the rod is rotating about B, t = tB = 3.96 s and l = 0.25 - d. Substitute
these values into Eq. [3], we have

3.96 = 2p

IB
B mg (0.25 - d)

IB = 0.3972mg (0.25 - d)

However, the mass moment inertia of the rod about its mass center is
IG = IA - mg2 = IB - m(0.25 - d)2
Then,
0.2894mgd - md2 = 0.3972mg (0.25 - d) - m (0.25 - d)2
d = 0.1462 m = 146 mm

Ans.

Thus, the mass moment inertia of the rod about its mass center is
IG = IA - md2 = 0.2894m (9.81)(0.1462) - m A 0.14622 B = 0.3937 m
The radius of gyration is
kG =

IG
0.3937m
=
= 0.627 m
m
Bm
A

Ans.

995

250 mm


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22–14. The disk, having a weight of 15 lb, is pinned at its
center O and supports the block A that has a weight of 3 lb.
If the belt which passes over the disk does not slip at its
contacting surface, determine the natural period of
vibration of the system.

0.75 ft
O

For equilibrium:
Tst = 3 lb

k ϭ 80 lb/ft
A

a ©MO = IO a + ma(0.75)
a = 0.75a
$
$
1 15
3
b(0.75)2 du + a
b(0.75)u(0.75)
-Tst (0.75) - (80)(u)(0.75)(0.75) + (3)(0.75) = c a
2 32.2
32.2
$
$
-2.25 - 45u + 2.25 = 0.131u + 0.05241u
$
u + 245.3u = 0
t =

2p
2p
= 0.401 s
=
p
2245.3

Ans.

996

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22–15. The bell has a mass of 375 kg, a center of mass at
G, and a radius of gyration about point D of kD = 0.4 m.
The tongue consists of a slender rod attached to the inside
of the bell at C. If an 8-kg mass is attached to the end of the
rod, determine the length l of the rod so that the bell will
“ring silent,” i.e., so that the natural period of vibration of
the tongue is the same as that of the bell. For the
calculation, neglect the small distance between C and D and
neglect the mass of the rod.

C

G

$
mgd
u +
sin u = 0

IO
However, for small rotation sin u Lu. Hence
$
mgd
u +
u = 0
IO

t =

2p
=
p

mgd
.
B IO

IO
2p
= 2p
mgd
B mgd
A IO

In order to have an equal period
t = 2p

0.35 m
l

For an arbitrarily shaped body which rotates about a fixed point.
$
a + ©MO = IO a;
mgd sin u = -IO u

From the above differential equation, p =

D

(IO)B
(IO)T
= 2p
B mB gdB
B mTgdT

(IO)T = moment of inertia of tongue about O.
(IO)B = moment of inertia of bell about O.
(IO)B
(IO)T
=
mTgdT
mB gdB
8(l2)
375(0.4)2
=
8gl
375g(0.35)
l = 0.457 m

Ans.

997


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*22–16. The platform AB when empty has a mass of
400 kg, center of mass at G1, and natural period of
oscillation t1 = 2.38 s. If a car, having a mass of 1.2 Mg
and center of mass at G2, is placed on the platform, the
natural period of oscillation becomes t2 = 3.16 s.
Determine the moment of inertia of the car about an axis
passing through G2.

O
1.83 m

A

Free-body Diagram: When an object of arbitrary shape having a mass m is pinned at

O and being displaced by and angular displacement of u, the tangential component
of its weight will create the restoring moment about point O.
Equation of Motion: Sum monent about point O to eliminate Ox and Oy.
a + ©MO = IO a;

-mg sin u(l) = IO a

[1]

$
d2u
= u and sin u L u if u is small, then substitute these
2
dt
values into Eq. [1], we have
Kinematics: Since a =

$
-mgIu = IO u

From Eq. [2], p2 =

or

$
mgl
u +
u = 0
IO

[2]

mgl
mgl
, thus, p =
. Applying Eq. 22–12, we have
IO
B IO
t =

IO
2p
= 2p
p
B mgl

[3]

When the platform is empty, t = t1 = 2.38 s. m = 400 kg and l = 250 m. Substitute
these values into Eq. [3], we have
2.38 = 2p

(IO)p

C 400(9.81)(2.50)

(IO)p = 1407.55 kg # m2

When the car is on the platform, t = t2 = 3.16 s, m = 400 kg + 1200 kg
2.50(400) + 1.83(1200)

= 1600 kg, l =
= 1.9975 m and IO = (IO)C + (IO)p
1600
= (IO)C + 1407.55. Substitute these values into Eq. [3], we have

3.16 = 2p

(IO)C + 1407.55
B 1600(9.81)(1.9975)

2.50 m

G2
G1

(IO)C = 6522.76 kg # m2

Thus, the mass moment inertia of the car about its mass center is
(IG)C = (IO)C - mCd2
= 6522.76 - 1200 A 1.832 B = 2.50 A 103 B kg # m2

998

Ans.

B


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•22–17. The 50-lb wheel has a radius of gyration about its
mass center G of kG = 0.7 ft. Determine the frequency of
vibration if it is displaced slightly from the equilibrium
position and released. Assume no slipping.

k ϭ 18 lb/ft
0.4 ft

Kinematics: Since the wheel rolls without slipping, then aG = ar = 1.2a. Also when
the wheel undergoes a small angular displacement u about point A, the spring is
stretched by x = 1.6 sin u u. Since u us small, then sin u - u. Thus, x = 1.6 u.
Free-body Diagram: The spring force Fsp = kx = 18(1.6u) = 28.8u will create the
restoring moment about point A.
Equation of Motion: The mass moment inertia of the wheel about its mass center is
50
IG = mk2G =
A 0.72 B = 0.7609 slug # ft2.
32.2
a + ©MA = (Mk)A ;

-28.8u(1.6) =

50
(1.2a)(1.2) + 0.7609a
32.2
[1]

a + 15.376u = 0
Since a =

$
d2 u
= u, then substitute this values into Eq. [1], we have
2
dt
$
u + 15.376u = 0

[2]

From Eq. [2], p2 = 15.376, thus, p = 3.921 rad>s. Applying Eq. 22–14, we have
f =

p
3.921
=
= 0.624 Hz
2p
2p

Ans.

999

G
1.2 ft


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22–18. The two identical gears each have a mass of m and
a radius of gyration about their center of mass of k0. They
are in mesh with the gear rack, which has a mass of M and is
attached to a spring having a stiffness k. If the gear rack is
displaced slightly horizontally, determine the natural period
of oscillation.

r

k

Equation of Motion: When the gear rack is displaced horizontally downward by a

small distance x, the spring is stretched by s1 = x Thus, Fsp = kx. Since the gears
#
#
x
rotate about fixed axes, x = ur or u = . The mass moment of inertia of a gear
r
about its mass center is IO = mkO 2. Referring to the free-body diagrams of the rack
and gear in Figs. a and b,
+ : ©Fx = max ;

2F - (kx) = Mx
2F - kx = Mx

(1)

and
x
-F(r) = mkO 2 a b
r

c + ©MO = IO a;

F = -

mkO 2
r2

x

(2)

Eliminating F from Eqs. (1) and (2),
Mx +
x + ¢

2mkO 2
r2

x + kx = 0

kr2
≤x = 0
Mr + 2mkO 2
2

Comparing this equation to that of the standard from, the natural circular frequency
of the system is
vn =

kr2
C Mr + 2mkO 2
2

Thus, the natural period of the oscillation is
t =

Mr2 + 2mkO 2
2p
= 2p
vn

C
kr2

Ans.

1000

r


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22–19. In the “lump mass theory”, a single-story building
can be modeled in such a way that the whole mass of the
building is lumped at the top of the building, which is
supported by a cantilever column of negligible mass as
shown. When a horizontal force P is applied to the model,
the column deflects an amount of d = PL3>12EI, where L
is the effective length of the column, E is Young’s modulus
of elasticity for the material, and I is the moment of inertia
of the cross section of the column. If the lump mass is m,

determine the frequency of vibration in terms of these
parameters.

3
d ϭ PL
12EI

P

L

Since d very small, the vibration can be assumed to occur along the horizontal.
Here, the equivalent spring stiffness of the cantilever column is
12EI
P
P
=
. Thus, the natural circular frequency of the system is
keq =
=
d
PL3>12EI
I3
12EI
12EI
I3
vn =
=
=
Cm

Q m
A mL3
keq

Then the natural frequency of the system is
vn
1 12EI
=
2p
2pA mL3

fn =

Ans.

*22–20. A flywheel of mass m, which has a radius of
gyration about its center of mass of kO, is suspended from a
circular shaft that has a torsional resistance of M = Cu. If
the flywheel is given a small angular displacement of u and
released, determine the natural period of oscillation.
Equation of Motion: The mass moment of inertia of the wheel about point O is
IO = mkO 2. Referring to Fig. a,
$
a+
©MO = IO a;
-Cu = mkO 2u
$
u +

C

u = 0
mkO 2

u

Comparing this equation to the standard equation, the natural circular frequency of
the wheel is
vn =

C
1 C
=
2
A mkO
kO A m

Thus, the natural period of the oscillation is
t =

L

2p
m
= 2pkO
vn
AC

Ans.

1001

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•22–21. The cart has a mass of m and is attached to two
springs, each having a stiffness of k1 = k2 = k, unstretched
length of l0, and a stretched length of l when the cart is in
the equilibrium position. If the cart is displaced a distance
of x = x0 such that both springs remain in tension
(x0 6 l - l0), determine the natural frequency of oscillation.

D

k2

D

k2

C

x

A

k1

B

A

k1

B

Equation of Motion: When the cart is displaced x to the right, the stretch of springs
AB and CD are sAB = (l - l0) - x0 and sAC = (l - l0) + x. Thus,
FAB = ksAB = k[(l - l0) - x] and FAC = ksAC = k[(l - l0) + x]. Referring to
the free-body diagram of the cart shown in Fig. a,
+ ©F = ma ;
:
x
x

k[(l - l0) - x] - k[(l - l0) + x] = mx
-2kx = mx
x +

2k
x = 0
m

Simple Harmonic Motion: Comparing this equation with that of the standard form,
the natural circular frequency of the system is
vn =

2k
Am

Ans.

22–22. The cart has a mass of m and is attached to two
springs, each having a stiffness of k1 and k2, respectively. If
both springs are unstretched when the cart is in the
equilibrium position shown, determine the natural frequency
of oscillation.
Equation of Motion: When the cart is displaced x to the right, spring CD stretches
sCD = x and spring AB compresses sAB = x. Thus, FCD = k2sCD = k2x and
FAB = k1sAB = k1x. Referring to the free-body diagram of the cart shown in Fig. a,
+ ©F = ma ;
:
x
x

-k1x - k2x = mx

-(k1 + k2)x = mx
x + a

k1 + k2
bx = 0

m

Simple Harmonic Motion: Comparing this equation with that of the standard
equation, the natural circular frequency of the system is
vn =

B

k1 + k2
m

Ans.

1002

C

x


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22–23. The 3-kg target slides freely along the smooth
horizontal guides BC and DE, which are ‘nested’ in springs
that each have a stiffness of k = 9 kN>m. If a 60-g bullet is
fired with a velocity of 900 m>s and embeds into the target,
determine the amplitude and frequency of oscillation of
the target.

k ϭ 9 kN/m

Conservation of Linear Momentum: The velocity of the target after impact can be
determined from
mb(vb)1 = (mb + mA)v
0.06(900) = (0.06 + 3)v
v = 17.65 m>s
Since the springs are arranged in parallel, the equivalent stiffness of a single spring
is keq = 2k = 2(9000 N>m) = 18000 N>m. Thus, the natural circular frequency of
the system is
vn =

keq
Bm

=

B

C

18000

= 76.70 rad>s = 76.7 rad>s
A 3.06

Ans.

The equation that describes the oscillation of the system is
y = C sin (76.70t + f) m

(1)

Since y = 0 when t = 0,
0 = C sin f
Since C Z 0, sin f = 0. Then f = 0°. Thus, Eq. (1) becomes
y = C sin (76.70t)

(2)

Taking the time derivative of Eq. (2),
#
y = v = 76.70C cos (76.70t) m>s

(3)

Here, v = 17.65 m>s when t = 0. Thus, Eq. (3) gives
17.65 = 76.70C cos 0
C = 0.2301 m = 230 mm

Ans.

1003

k ϭ 9 kN/m
E

900 m/s
D


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k ϭ 500 N/m

*22–24. If the spool undergoes a small angular
displacement of u and is then released, determine the
frequency of oscillation. The spool has a mass of 50 kg and a
radius of gyration about its center of mass O of
kO = 250 mm. The spool rolls without slipping.

150 mm

Equation of Motion: Referring to the kinematic diagram of the spool, Fig. a, the

stretch of the spring at A andB when the spool rotates through a small angle u is
sA = urA>IC = u(0.45)

and

sB = urB>IC = u(0.15).

Thus,

A Fsp B A = ksA

= 500[u(0.45)] = 225u
and
Also,
A Fsp B B = ksB = 500[u(0.15)] = 75u.
$
$
aO = urO>IC = u(0.15). The mass moment of inertia of the spool about its mass

center is IO = mkO 2 = 50 A 0.252 B = 3.125 kg # m2. Referring the free-body and
kinetic diagrams of the spool, Fig. b,
$
$
©MIC = ©(Mk)IC; - 225u(0.045) - 75u(0.15) = 50 C u(0.15) D (0.15) + 3.125u
+
$
-112.5u = 4.25u
$
u + 26.47u = 0
Comparing this equation to that of the standard equation, the natural circular

frequency of the spool is
vn = 226.47 rad>s = 5.145 rad>s
Thus, the natural frequency of the oscillation is
fn =

300 mm
A u

vn
5.145
=
= 0.819 Hz
2p
2p

Ans.

1004

B

O

k ϭ 500 N/m


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•22–25. The slender bar of mass m is supported by two
equal-length cords. If it is given a small angular
displacement of u about the vertical axis and released,
determine the natural period of oscillation.

z

Equation of Motion: The mass moment of inertia of the bar about the z axis is
1
mL2. Referring to the free-body diagram of the bar shown in Fig. a,
Iz =
12
+ c ©Fz = maz;

2T cos f - mg = 0

T =

mg
2 cos f

a
a

L
2

l

u

Then,
-2 a

c + ©Mz = Iza;

L
2

$
mg
1
b sin f(a) = a mL2 bu
2 cos f
12

$
12ga
u +
tan f = 0
L2

(1)

Since u is very small, from the geometry of Fig. b,
lf = au
a
u
l

f =

Substituting this result into Eq. (1)
$
12ga
a
u +
tana u b = 0
l
L2
Since u is very small, tana

g
g
u b Х u. Thus,
l
l

$
12ga2
u +
u = 0
IL2
Comparing this equation to that of the standard form, the natural circular frequency

of the bar is
vn =

12ga2

C IL

2

=

12g
a
LB l

Thus, the natural period of oscillation is
t =

2p
2pL
l
=
a A 12g
vn

Ans.

1005

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z

22–26. A wheel of mass m is suspended from two equallength cords as shown. When it is given a small angular
displacement of u about the z axis and released, it is
observed that the period of oscillation is t. Determine the
radius of gyration of the wheel about the z axis.

r
r

Equation of Motion: The mass moment of inertia of the wheel about is z axis is
Iz = mkz 2. Referring to the free-body diagram of the wheel shown in Fig. a,
+ c ©Fz = maz;

2T cos f - mg = 0

T =

mg

2 cos f

Then,
L

$
mg
b sin f(r) = A mkz 2 B u
-2 a
2 cos f

c + ©Mz = Iz a;

$
gr
u +
tan f = 0
kz 2

u

(1)

Since u is very small, from the geometry of Fig. b,
Lf = ru
r
u
L

f =

Substituting this result into Eq. (1)
$
gr
r
u +
tan a u b = 0
L
kz 2
Since u is very small, tana

r
r
u b Х u. Thus,
L
L

$
gr2
u = 0
u +
kz 2L
Comparing this equation to that of the standard form, the natural circular frequency
of the wheel is
vn =

gr2

C kz 2L

=

g
r
kz A L

Thus, the natural period of oscillation is
t =

2p
vn

t = 2p ¢

kz =

kz

L
≤
r Ag

g
tr
2p A L

Ans.

1006

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22–27. A wheel of mass m is suspended from three equallength cords. When it is given a small angular displacement
of u about the z axis and released, it is observed that the
period of oscillation is t. Determine the radius of gyration
of the wheel about the z axis.
z

Equation of Motion: Due to symmetry, the force in each cord is the same. The mass
moment of inertia of the wheel about is z axis is Iz = mkz 2. Referring to the freebody diagram of the wheel shown in Fig. a,
+ c ©Fz = maz;

3T cos f - mg = 0

T =

mg
3 cos f

L

120Њ

120Њ

Then,

120Њ

$
mg
-3 ¢
≤ sin f(r) = mkz 2u
3 cos f

c + ©Mz = Iz a;

$
gr
u +
tan f = 0
kz 2

u

(1)

Since u is very small, from the geometry of Fig. b,
ru = Lf
r
u

L

f =

Substituting this result into Eq. (1)
$
gr
r
u +
tan a ub = 0
2
L
kz
Since u is very small, tan a

(2)

r
r
u b Х u. Thus,
L
L

$
gr2
u = 0
u +
kz2L
Comparing this equation to that of the standard form, the natural circular frequency
of the wheel is

vn =

gr2

C kz 2L

=

g
r
kz A L

Thus, the natural period of oscillation is
t =

2p
vn

t = 2p ¢

kz =

kz

L
≤
r Ag

g
tr

2p A L

Ans.

1007

r


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*22–28.

Solve Prob. 22–10 using energy methods.
O

1
T + V = C mk2G + md2 D u2 + mg(d)(1 - cos u)
2
# $
#

A k2G + d2 B u u + gd(sin u)u = 0

d
u
G

sin u = u
$
u +

t =

•22–29.

A

gd
k2G

+ d2 B

u = 0

A k2G + d2 B
2p
= 2p
p
D
gd

Ans.

Solve Prob. 22–11 using energy methods.
O

T + V =

#
1 3
c mr2 d u2 + mg(r)(1 - cos u)
2 2

r

##
#
3
mr2 uu + mg(r)(sin u)u = 0
2
sin u = u
2 g
u + a b a bu = 0
r
3
t =

3r
2p
= 2p
p

A 2g

Ans.

1008


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22–30.

Solve Prob. 22–12 using energy methods.
O

T + V =

a 2 #2
a
1 1
C m A a2 + a2 B + m ¢
≤ Su + mg ¢

≤ (1 - cos u)
2 12
22
22
# $
#
a
2
ma2 u u + mg ¢
≤ (sin u)u = 0
3
22
a

sin u = u
u +

t =

22–31.

3g
2 22a

a

u = 0

2p
a

a
2p
=
b = 6.10
a
p
Ag
1.0299 A g

Ans.

Solve Prob. 22–14 using energy methods.
#
#
s = 0.75u

s = 0.75 u,

0.75 ft
O

# 2
#
1 3
1 1 15
b(0.75)2 du2 + a
b a0.75 u b
T + V = c a
2 2 32.2
2 32.2

1
(80) (se q + 0.75 u)2 - 3(0.75 u)
2
#
#
# $
0 = 0.1834u u + 80(seq + 0.75 u) a0.75 u b - 2.25u
+

k ϭ 80 lb/ft
A

Feq = 80s eq = 3
seq = 0.0375 ft
Thus,
$
0.1834u + 45 u = 0
$
u + 245.36 = 0
t =

2p
2p
=
= 0.401 s
p
2245.3

Ans.

1009


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*22–32. The machine has a mass m and is uniformly
supported by four springs, each having a stiffness k.
Determine the natural period of vertical vibration.
T + V = const.
1
#
m(y)2
2

T =

V = mgy +

T + V =

G

1
(4k)(¢s - y)2
2

k

d
—
2

1
1
#
m(y)2 + m g y + (4k)(¢s - y)2
2
2

# $
#
#
m y y + m g y - 4k(¢sy)y = 0
$
m y + m g + 4ky - 4k¢s = 0
Since ¢s =

mg
4k

Then

$
my + 4ky = 0
y +

4k
y = 0
m

p =

t =

k

4k

Cm

m
2p
= p
p
Ck

Ans.

1010

d
—

2


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•22–33. Determine the differential equation of motion of
the 15-kg spool. Assume that it does not slip at the surface
of contact as it oscillates. The radius of gyration of the spool
about its center of mass is kG = 125 mm. The springs are
originally unstretched.

k ϭ 200 N/m
200 mm
100 mm
G

k ϭ 200 N/m

Energy Equation: Since the spool rolls without slipping, the stretching of both
springs can be approximated as x1 = 0.1u and x2 = 0.2u when the spool is being
displaced by a small angular displacement u. Thus, the elastic potential energy is

1
1
1
1
Vp = k x 21 + k x 22 = (200)(0.1u)2 + (200) (0.2u)2 = 5u2. Thus,
2
2
2
2
V = Ve = 5 u2
The mass moment inertia of the spool about point A is IA = 15 A 0.1252 B
+ 15 A 0.12 B = 0.384375 kg # m2. The kinetic energy is
T =

#
#2
1
1
IA v2 = (0.384375) u2 = 0.1921875u
2
2

The total energy of the system is
#
2
U = T + V = 0.1921875u2 + 5u

[1]

Time Derivative: Taking the time derivative of Eq. [1], we have

# $
#
0.384375u u + 10 u u = 0
#
$
u (0.384375 u + 10 u) = 0
#
$
Since u Z 0, then 0.384375 u + 10 u = 0
$
u + 26.0 u = 0

Ans.

1011


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22–34. Determine the natural period of vibration of the
disk having a mass m and radius r. Assume the disk does not

slip on the surface of contact as it oscillates.

k

r

T + V = const.
s = (2r) u
T + V =

#
1
1 1
c mr2 + mr2 du2 + k(2r u)2
2 2
2

0 =

#
#
3
mr 2 uu + 4 kr 2 uu
2
u +

t =

2p
=

p

8k
u = 0
3m
2p
m
= 3.85
Ak
8k
A 3m

Ans.

22–35. If the wheel is given a small angular displacement
of u and released from rest, it is observed that it oscillates
with a natural period of t. Determine the wheel’s radius of
gyration about its center of mass G. The wheel has a mass of
m and rolls on the rails without slipping.

R

Potential and Kinetic Energy: With reference to the datum established in Fig. a, the
gravitational potential energy of the wheel is

u

V = Vg = -WyG = -mgR cos u

r

#
#
R #
As shown in Fig. b, vG = uR. Also, vG = vrG>IC = vr. Then, vr = uR or v = a bu.
r
The mass moment of inertia of the wheel about its mass center is IG = mkG 2. Thus,
the kinetic energy of the wheel is

T =

1
1
mvG 2 + IG v2
2
2

=

#
1
1
R # 2
m A uR B 2 + (mk2G) c a bu d
r
2
2

=

r 2 + kG 2 # 2
1
mR2 ¢
bu
2
r2

The energy function of the wheel is
T + V = constant
r 2 + kG 2 # 2
1
bu - mgR cos u = constant
mR2 a
2
r2

1012

G