Figure Q2 shows a system composed of a rod of inertia I, free to rotate about the hinge at point O and supported by a spring of stiffness 3k. The hinge has torsional stiffness kr. A mass, m, is attached to the free end of the rod by a spring of stiffness 2k and restrained by another spring with stiffness k, as illustrated in Figure Q2. Assuming small angular displacements 0, show that the equations of motion for this system are 1,0 + (11ka² + kr)0 - 4kax = 0 mx + 3kx - 4ka0 = 0 ii) Given I, = 8 kgm², k = 200Nm/rad, k = 400 Nm-¹, a = 0.5 m, m = 5 kg, assuming the motion is sinusoidal in both degrees of freedom, calculate the natural frequencies of the system. i) a www 3k Figure Q2 0 Ţ MY m ww 2k

International Edition---engineering Mechanics: Statics, 4th Edition
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Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.15P: In Sample Problem 5.5, determine Oy with one scalar equilibrium equation.
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(b)
Figure Q2 shows a system composed of a rod of inertia I, free to rotate about
the hinge at point O and supported by a spring of stiffness 3k. The hinge has
torsional stiffness kr. A mass, m, is attached to the free end of the rod by a
spring of stiffness 2k and restrained by another spring with stiffness k, as
illustrated in Figure Q2.
i)
ii)
Assuming small angular displacements 0, show that the equations of
motion for this system are
1,0 + (11ka² + kŢ)0 - 4kax = 0
mx + 3kx - 4ka0 = 0
Given 1, = 8 kgm², kr = 200Nm/rad, k = 400 Nm-¹, a = 0.5 m,
m = 5 kg, assuming the motion is sinusoidal in both degrees of
freedom, calculate the natural frequencies of the system.
0
www
3k
Figure Q2
0
Ţ
m
2k
Transcribed Image Text:(b) Figure Q2 shows a system composed of a rod of inertia I, free to rotate about the hinge at point O and supported by a spring of stiffness 3k. The hinge has torsional stiffness kr. A mass, m, is attached to the free end of the rod by a spring of stiffness 2k and restrained by another spring with stiffness k, as illustrated in Figure Q2. i) ii) Assuming small angular displacements 0, show that the equations of motion for this system are 1,0 + (11ka² + kŢ)0 - 4kax = 0 mx + 3kx - 4ka0 = 0 Given 1, = 8 kgm², kr = 200Nm/rad, k = 400 Nm-¹, a = 0.5 m, m = 5 kg, assuming the motion is sinusoidal in both degrees of freedom, calculate the natural frequencies of the system. 0 www 3k Figure Q2 0 Ţ m 2k
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