Figure 15-47 53 SSM ILW In the overhead view of Fig. 15- 48, a long uniform rod of mass 0.600 kg is free to Problem 52. rotate in a horizontal plane about a vertical axis through its center. A spring with force constant k = 1850 N/m is connected horizontally be- k Wall tween one end of the rod and a Rotation axis fixed wall. When the rod is in equi- librium, it is parallel to the wall. What is the period of the small os- cillations that result when the rod is rotated slightly and released? Figure 15-48 Problem 53.

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Chapter1: Units, Trigonometry. And Vectors
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Figure 15-47
53 SSM ILW In the overhead view of Fig. 15-
48, a long uniform rod of mass 0.600 kg is free to Problem 52.
rotate in a horizontal plane about a
vertical axis through its center. A
spring with force constant k = 1850
N/m is connected horizontally be- k
Wall
tween one end of the rod and a
Rotation axis
fixed wall. When the rod is in equi-
librium, it is parallel to the wall.
What is the period of the small os-
cillations that result when the rod is rotated slightly and released?
Figure 15-48 Problem 53.
Transcribed Image Text:Figure 15-47 53 SSM ILW In the overhead view of Fig. 15- 48, a long uniform rod of mass 0.600 kg is free to Problem 52. rotate in a horizontal plane about a vertical axis through its center. A spring with force constant k = 1850 N/m is connected horizontally be- k Wall tween one end of the rod and a Rotation axis fixed wall. When the rod is in equi- librium, it is parallel to the wall. What is the period of the small os- cillations that result when the rod is rotated slightly and released? Figure 15-48 Problem 53.
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