SET$($A$)$

$2.$ For the beam with the loading shown in figure below, draw shear and moment diagrams. Sketch the deflected shape of the beam. Compute the inflection points if any and show them on your moment diagram.

$M_A=0$

$-50-100(15)-\frac{1}{2}(50)(5)$

$R_C=167\mathrm{.}5$

${}_Y=0$

$-100-50+167.$