The overhanging beam shown in Figure 2 is pinned at A and roller supported at C. 2a) Replace all the loads by an equivalent resultant force and locate its location with respect to support A. Use the method of sections, construct the shear force and bending moment diagrams for the overhanging beam as loaded in Figure 2. 26) P P В |D 2a

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Free undamped vibrations

Whenever an object/system displaces in either side of its equilibrium position with the help of an external/internal means, then the object/system moves regularly or randomly on both sides of its equilibrium position. This motion is called vibration. Generally, there are three types of vibration: longitudinal vibration, transverse vibration, and torsional vibration.