A rotational spring-mass system is shown to the right. The slender rigid bar nas a mass of 18 kg and a length of l = 1.5 m. The springs have stiffness k = 360 N/m. The bar has a displacement of -0.06 rad and a speed of -1.1 rad/s when a harmonic moment M(t) = (80 N•m)cos 16t is applied. Find the response of the system. Assume small displacements. You will need to solve he differential equation because the results from lecture and in the book are or M(t) = Mo sin wt, not M (t) = Mo cos wt. You do not have to derive he homogeneous solution from scratch; you may use equations from Module 3, but the coefficients will be different. 2l 3 Mo cos wt Answer: 0(t) ={0.0540 cos 10t 0.110 sin 10t – 0.114 cos 16t} rad

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
icon
Related questions
Question
Problem 5.1
A rotational spring-mass system is shown to the right. The slender rigid bar
has a mass of 18 kg and a length of { = 1.5 m. The springs have stiffness k =
360 N/m. The bar has a displacement of –0.06 rad and a speed of –1.1 rad/s
when a harmonic moment M (t) = (80 N·m)cos 16t is applied. Find the
response of the system. Assume small displacements. You will need to solve
the differential equation because the results from lecture and in the book are
for M(t) = M sin wt, not M (t) = Mo cos wt. You do not have to derive
the homogeneous solution from scratch; you may use equations from Module
3, but the coefficients will be different.
k
-
3
Мо cos ot
Answer: 0 (t) = {0.0540 cos 10t – 0.110 sin 10t
0.114 cos 16t} rad
k
Transcribed Image Text:Problem 5.1 A rotational spring-mass system is shown to the right. The slender rigid bar has a mass of 18 kg and a length of { = 1.5 m. The springs have stiffness k = 360 N/m. The bar has a displacement of –0.06 rad and a speed of –1.1 rad/s when a harmonic moment M (t) = (80 N·m)cos 16t is applied. Find the response of the system. Assume small displacements. You will need to solve the differential equation because the results from lecture and in the book are for M(t) = M sin wt, not M (t) = Mo cos wt. You do not have to derive the homogeneous solution from scratch; you may use equations from Module 3, but the coefficients will be different. k - 3 Мо cos ot Answer: 0 (t) = {0.0540 cos 10t – 0.110 sin 10t 0.114 cos 16t} rad k
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

Blurred answer
Knowledge Booster
Clutches, Brakes, Couplings and Flywheels
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Elements Of Electromagnetics
Elements Of Electromagnetics
Mechanical Engineering
ISBN:
9780190698614
Author:
Sadiku, Matthew N. O.
Publisher:
Oxford University Press
Mechanics of Materials (10th Edition)
Mechanics of Materials (10th Edition)
Mechanical Engineering
ISBN:
9780134319650
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Thermodynamics: An Engineering Approach
Thermodynamics: An Engineering Approach
Mechanical Engineering
ISBN:
9781259822674
Author:
Yunus A. Cengel Dr., Michael A. Boles
Publisher:
McGraw-Hill Education
Control Systems Engineering
Control Systems Engineering
Mechanical Engineering
ISBN:
9781118170519
Author:
Norman S. Nise
Publisher:
WILEY
Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
Mechanical Engineering
ISBN:
9781337093347
Author:
Barry J. Goodno, James M. Gere
Publisher:
Cengage Learning
Engineering Mechanics: Statics
Engineering Mechanics: Statics
Mechanical Engineering
ISBN:
9781118807330
Author:
James L. Meriam, L. G. Kraige, J. N. Bolton
Publisher:
WILEY