13.1. Compute the change in potential energy when the slider is at B in joules. b. 40.4 J d. 39.6J a. 36.8 J с. 27.9J 13.2. Compute the change in elastic potential energy when the slider is at B in joules. а. 103 J c. 128J b. 112J d. 110J 13.3. Compute the velocity of the slider at B in meter per second. a. 7.71 m/s c. 6.76 m/s b. 4.99 m/s d. 8.89 m/s

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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13.1. Compute the change in
potential energy when the slider is at B
in joules.
а. 36.8J
c. 27.9J
b. 40.4 J
d. 39.6J
13.2. Compute the change in elastic
potential energy when the slider is at B
in joules.
а. 103 J
c. 128J
b. 112J
d. 110J
13.3. Compute the velocity of the
slider at B in meter per second.
a. 7.71 m/s
c. 6.76 m/s
b. 4.99 m/s
d. 8.89 m/s
Transcribed Image Text:13.1. Compute the change in potential energy when the slider is at B in joules. а. 36.8J c. 27.9J b. 40.4 J d. 39.6J 13.2. Compute the change in elastic potential energy when the slider is at B in joules. а. 103 J c. 128J b. 112J d. 110J 13.3. Compute the velocity of the slider at B in meter per second. a. 7.71 m/s c. 6.76 m/s b. 4.99 m/s d. 8.89 m/s
The 5 kg slider is released from rest at
point A and slides with negligible
friction in a vertical plane along the
circular rod. The attached spring has a
stiffness of 480 N/m and an
unstretched length of 0.75 m.
-0.75 m
-0.75 m
0.75 m
Transcribed Image Text:The 5 kg slider is released from rest at point A and slides with negligible friction in a vertical plane along the circular rod. The attached spring has a stiffness of 480 N/m and an unstretched length of 0.75 m. -0.75 m -0.75 m 0.75 m
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