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The ends of a 0.5-kg rod AB are constrained to move along slots cut in a vertical plate as shown. A spring of constant k = 10 N/m is attached to end A in such a way that the spring has a tension of zero when e = 0°. The rod is released from rest when 0 = 30° (Position 1) until it reaches e = 0° (Position 2).

The ends of a 0.5-kg rod AB are constrained to move along slots cut in a vertical plate as shown. A spring of constant k = 10 N/m is attached to end A in such a way that the spring has a tension of zero when e = 0°. The rod is released from rest when 0 = 30° (Position 1) until it reaches e = 0° (Position 2).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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What is the magnitude and direction of the velocity at point B?

The ends of a 0.5-kg rod AB are constrained to move along slots cut in a vertical plate as shown. A spring of constant k = 10 N/m is attached to end A in such a way that the spring has a tension of zero when e = 0°. The rod is released from rest when e = 30° (Position 1) until it reaches e = 0° (Position 2). e = 30° | = 25 m
Transcribed Image Text:The ends of a 0.5-kg rod AB are constrained to move along slots cut in a vertical plate as shown. A spring of constant k = 10 N/m is attached to end A in such a way that the spring has a tension of zero when e = 0°. The rod is released from rest when e = 30° (Position 1) until it reaches e = 0° (Position 2). e = 30° | = 25 m
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