Draw the shear diagram for the beam.
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Consider the beam and loading as shown. Assume that the flexural rigidity EI of the beam is constant. Evaluate the deflection of the beam at its free end.
A uniform rod is rotating on a horizontal plane about a vertical axis through one end with a constant angular velocity ω0. Due to internal shear forces, the rod breaks at the mid-point of its length, and the part with the fixed axis has an angular velocity 1.5ω0 in the same sense. Determine the angular velocity of the other half.
The 7 m long beam, supported by a cable and resting on a smooth inclined surface at point A, is subjected to a 150 KN point load. Determine the position ‘x’ of the point load to maintain equilibrium. Neglect the weight of the beam.
