
Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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Transcribed Image Text:Derive the equation of motion and find the natural frequency of vibration of
Q2.
the system shown in Figure (a) below.
ww
Fig. (a)
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- (1) A rigid bar (OA)with mass m and length L is simply supported at one end and free at the other end .A lumped mass M fixed at the end of A is subjected to a vertical harmonic excitation f(t). Two springs(k) are connected at the length a and b of the bar. Please calculate the natural frequency w and response vibration of the system. (Figure 1) Note: m=10kg, L=1 m, a=0.25m, b=0.5m, k=5000N/m, M=50kg, f(t)=Fcos2t (F=500N, Q=1000rpm). The vibration is very small. a b k L MA m M Figure 1: Single Degree Vibration System f(t) A Xarrow_forwardPROBLEM1: Determine the equation of motion of the following systems: 1080 al*k www 0.51 ghiv Vin & Mass Less, Rigid L J Figure 2-Problem 1-2 a3*marrow_forwardPls see question in the attached image and solve the question by hand written notes and figure.arrow_forward
- 4.3.3. A square membrane with sides of length L, uniform surface density ps, and uniform tension T is fixed on three sides and free on the other. (a) Find the frequency of the fundamental mode. (b) Write a general expression for the natural frequencies and one for the normal modes. (c) Sketch the nodal patterns for the three normal modes with the lowest natural frequencies.arrow_forward1. A thin disk attached to the end of an elastic beam has three uncoupled modes of vibration. The longitudinal motion, transverse motion and the torsional oscillations are all kinematically independent. Calculate the following for the system shown. a. Longitudinal stiffness b. Transverse stiffness c. Torsional stiffness mumm 65 cm r= 10 mm E-200 x 10° N/m² G=80 x 10º N/m²arrow_forward
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