Draw the shear and bending moment diagrams for the beam and loading shown, specifying values at all change of loading positions and at points of zero shear.
Let $x$ be the distance measured from left end of the beam. Neglect the weight of the beam.
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Draw the shear and bending moment diagrams for the beam and loading shown, specifying values at all change of loading positions and at points of zero shear.
Let $x$ be the distance measured from left end of the beam. Neglect the weight of the beam.