www 12N sie TE Ar0.6 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
1. A 6 kg slider is released from rest at Point A and slides with negligible friction in a vertical plane along the circular rodshown below. The attached springhas a stiffnessof 520 N/m and an unstretchedlength of 0.6 m.
a. Determine the change in potential energy when the slider is at B in joules.
b.Determine the change in elastic potential energy when the slider is at B in joules
c. Determine the velocity of the slider at B in meters per second.
Transcribed Image Text:AWwww
sig TE
12N
Fa0.6 m
drenolecns a eavic
B
0.85 m
0.85 m
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