For the beam below:

Using direct integration $($you must use this method$),$ find the equations for shear and moment for the whole beam

Draw the shear and moment diagrams and label points of maximum$/$minimum values and their locations as well as values at the ends of the beam

$A$ is a fixed and $C$ is free

Note: Draw the shear and moment diagrams below. Calculations should be on the following pages.

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