Page 428 - Thomson, William Tyrrell-Theory of Vibration with Applications-Taylor _ Francis (2010)
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Chap. 12 Problems 415
Figure P12-33.
12-34 The beam of Fig. PI2-34 has been previously solved by the method of matrix
iteration. Check that the boundary condition of zero deflection at the left end is
satisfied for these natural frequencies when Myklestad’s method is used. That is,
check the deflection for change in sign when frequencies above and below the natural
frequency are used.
Figure P12-34.
12-35 Determine the flexure-torsion vibration for the system shown in Fig. P12-35.
Figure P12-35.
12-36 Shown in Fig. PI2-36 is a linear system with damping between masses 1 and 2. Carry
out a computer analysis for numerical values assigned by the instructor, and deter
mine the amplitude and phase of each mass at a specified frequency.
/7?2
Figure P12-36.
