Evaluate the period of vibration by assuming w=100KN, E=200KN/mm², I =50.100mmº and L=10 m

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Problem 5 (10 points) Assuming the beam to be massless, the system shown below has a single dynamic DOF defined as the vertic

Problem 5 (10 points) Assuming the beam to be massless, the system shown below has a single dynamic DOF defined as the vertical deflection under the weight w. Derive the vertical period of vibration of the beam by using static condensation in terms of w, EI and L. Evaluate the period of vibration by assuming w=100KN, E=200KN/mm², I =50.100mmº and L=10 m. Ellw H /3— 20/3—

 

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