For a spring mass damper system, m = 50 kg, k = 5000 N/m and C = 2Cc. Find the following: (a) Critical damping coefficient (b) Damped natural frequency (c) Logarithmic decremen

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Q: GIVEN: Applied force, Fo 2,705.13 N %3D Spring – constant, k = 40 kN/m Frequency ratio, r = 0.6297…

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Q: Consider a simple spring mass damper system with m= 55X10A-3 kg, c- 0.12 kg/s, and k = 859 N/m.…

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Q: 5) The parameters for a one-degree-of-freedom system are M=10-kg. K=16- kN/m, and C=320-Ns/m. (a) By…

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Q: 2) Find the critical damping constant c of the system shown in the figure. Choose a suitable damping…

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Q: critical damping of the system.

A: Given: A vibratory system consists of a: mass,m=17.5 kg Spring stiffness,k=1350 N/mDashpot…

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Q: 20 2 kg 0.3 m 13000 N/m 40.2 m 9 kg 9000 N/m

A: For solution refer below images.

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Q: 330.4691 kg, the stiffnesses K1=546103.6157 N/m, K2 = 417004.9619 N/m, the damping constant C…

A: Mass = 330.4691 kg K1= 546103.6157 N/m K2 = 417004.9619 N/m L=0.3215 m

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Free Damped Vibrations

Free vibration is a type of vibration in which the external force is removed after giving the initial displacement to a body/system. In other words, in this type of vibration, force is applied at the initial displacement of the system, and after the initial displacement, force is removed, and the system vibrates at the natural frequency.