For the following beams use Static's Equilibrium method or Area method to draw shear and moment diagrams. Determine the maximum values of shear force and bending moment and their locations.

Question $3$:

Answers:

$V_{\text{m}\text{a}\text{x}}=-44-$kips $atx=12\mathrm{.}0-ft$

$M_{\text{m}\text{a}\text{x}}^{\text{m}\text{a}\text{x}}=76$ kips$-ftatx=6\mathrm{.}5-ft$