A uniform slender rod of mass M and length L is pinned at one end and attached to a point mass, m through a linear spring of stiffness k as shown in Figure 5. The pinned end of the rod is constrained by a torsional spring of stiffness Kr. Given the following parameters: M=5 kg, L = 1.2 m, K, = 300 Nm/radian, m = 5 kg, k = 1000 N/m, (i) determine the equations of motion of the system (ii) determine the natural frequencies and mode shapes of the system. (iii) If mass m is given a displacement of 3 mm to the right of its equilibrium position and the rod is simultaneously given an initial angular displacement of 10° (7/18 radians) in the anticlockwise direction, determine expressions for the free vibration response of both the rod and mass. - Pinned joint K, Rod of mass, M k w-

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
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Chapter2: Axially Loaded Members
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Question 5
A uniform slender rod of mass M and length L is pinned at one end and attached to a point mass, m
through a linear spring of stiffness k as shown in Figure 5. The pinned end of the rod is constrained
by a torsional spring of stiffness Ki.
Given the following parameters:
M=5 kg, L= 1.2 m, K. = 300 Nm/radian, m = 5 kg, k= 1000 N/m,
(i) determine the equations of motion of the system
(ii) determine the natural frequencies and mode shapes of the system.
(iii) If mass m is given a displacement of 3 mm to the right of its equilibrium position and the rod is
simultaneously given an initial angular displacement of 10° (7/18 radians) in the anticlockwise
direction, determine expressions for the free vibration response of both the rod and mass.
-Pinned joint
K,
Rod of mass, M
k
-
Figure 5
Transcribed Image Text:Question 5 A uniform slender rod of mass M and length L is pinned at one end and attached to a point mass, m through a linear spring of stiffness k as shown in Figure 5. The pinned end of the rod is constrained by a torsional spring of stiffness Ki. Given the following parameters: M=5 kg, L= 1.2 m, K. = 300 Nm/radian, m = 5 kg, k= 1000 N/m, (i) determine the equations of motion of the system (ii) determine the natural frequencies and mode shapes of the system. (iii) If mass m is given a displacement of 3 mm to the right of its equilibrium position and the rod is simultaneously given an initial angular displacement of 10° (7/18 radians) in the anticlockwise direction, determine expressions for the free vibration response of both the rod and mass. -Pinned joint K, Rod of mass, M k - Figure 5
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