The homogeneous rod ABC is supported at point B, and two masses (m1 = m2 = m) are attached at different points as shown. Neglecting the mass of the homogeneous rod, and for small oscillations, determine the equation of motion and natural frequency of the system by use of Energy Method, in terms of the given parameters. The system is in static equilibrium position at the instant given. L/4 L/4 - S.E.P. 3k: 3k
The homogeneous rod ABC is supported at point B, and two masses (m1 = m2 = m) are attached at different points as shown. Neglecting the mass of the homogeneous rod, and for small oscillations, determine the equation of motion and natural frequency of the system by use of Energy Method, in terms of the given parameters. The system is in static equilibrium position at the instant given. L/4 L/4 - S.E.P. 3k: 3k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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