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Solution Manual for Engineering Vibration, 5th Edition – (Inman, 2021) | All 8 Chapters Covered

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INSTANT DOWNLOAD PDF — This Solution Manual for Engineering Vibration, 5th Edition by Daniel J. Inman delivers comprehensive solutions for all textbook problems, including single- and multi-degree-of-freedom systems, damping analysis, vibration measurement, modeling, and rotating systems. Ideal for mechanical, aerospace, and civil engineering students needing accurate and verified solutions for coursework, exams, or design projects. solution manual pdf, engineering vibration manual solutions, Inman vibration exercises answers, mechanical vibration problem solutions, vibration analysis textbook answers, step-by-step vibration solutions, download pdf vibration manual, engineering dynamics solutions, vibrating systems homework help, Inman 5th edition answers, mechanical engineering solutions, vibration modeling, verified pdf download #EngineeringVibration #VibrationAnalysis #Inman #MechanicalEngineering #AerospaceEngineering #HomeworkHelp #PDFDownload #5thEdition #EngineeringSolutions #VibrationManual #StepByStepAnswers #TextbookSolutions #VerifiedSolutions #EngineeringStudy

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Engineering technology
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Engineering technology

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Uploaded on
November 5, 2025
Number of pages
771
Written in
2025/2026
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All 8 Chapters Covered




SOLUTION MANUAL

,Problems and Solutions Section 1.1 (1.1 through 1.19)

1.1 The spring of Figure 1.2 is successively loaded with mass and the corresponding (static)
displacement is recorded below. Plot the data and calculate the spring's stiffness. Note
that the data contain some error. Also calculate the standard deviation.

m(kg) 10 11 12 13 14 15 16
x(m) 1.14 1.25 1.37 1.48 1.59 1.71 1.82

Solution:

Free-body diagram: From the free-body diagram and static
equilibrium:
kx
kx = mg (g = 9.81m / s 2)
k k = mg / x

ki
m = = 86.164
n
mg

20
The sample standard deviation in
computed stiffness is:
n
2
m 15 i

= i=1
= 0.164


10
0 1 2
x
Plot of mass in kg versus displacement in m
Computation of slope from mg/x
m(kg) x(m) k(N/m)
10 1.14 86.05
11 1.25 86.33
12 1.37 85.93
13 1.48 86.17
14 1.59 86.38
15 1.71 86.05
16 1.82 86.24




@
@sseeisismmicicisisoolalatitoionn

,1.2 Derive the solution of m˙x˙ + kx = 0 and plot the result for at least two periods for the case
with n = 2 rad/s, x0 = 1 mm, and v0 = 5 mm/s.

Solution:

Given:
mx + kx =0 (1)
Assume: x(t) = ae . Then:
rt x = arert
and x = ar e . Substitute into equation (1) to
2 rt

get:
mar2ert + kaert = 0
mr2 + k = 0
k
r= i
m
Thus there are two solutions:

x1 = c1e , and x2 = c2e
k
where ( n = = 2 rad/s
m
The sum of x1 and x2 is also a solution so that the total solution is:

x = x + x = c e2it + c e2it
1 2 1 2



Substitute initial conditions: x0 = 1 mm, v0 = 5 mm/s

x (0) = c1 + c2 = x0 = 1  c2 = 1  c1, and v ( 0 ) = x (0) = 2ic1  2ic2 = v0 = 5 mm/s
 2c1 + 2c2 = 5 i. Combining the two underlined expressions (2 eqs in 2 unkowns):
1 5 i, and c = 1 + 5 i
2c1 + 2  2c1 = 5 i  c1 =  2
2 4 2 4

Therefore the solution is:

1  2it
5  2it  1 5
x=  i e + + i e
2 4   2 4 
Using the Euler formula to evaluate the exponential terms yields:
1  1 
x=  5 i  (cos 2t + i sin 2t ) +  + 5 i (cos 2t  i sin 2t )
2 4  2 4 
3
( x(t ) = cos 2t + 5 sin 2t = sin(2t + 0.7297)
2 2



@
@sseeisismmicicisisoolalatitoionn

, Using Mathcad the plot is:


5
. sin 2. t
x t cos 2. t
2


2




x t
0 5 10



2

t




@
@sseeisismmicicisisoolalatitoionn

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