$($a$)$ Support reaction, $R_{Ay}$

$($b$)$ Support reaction, $R_{Ey}$

$($c$)$ Shear force, $V_{B,\text{l}\text{e}\text{f}\text{t}}$

$($d$)$ Shear force, $V_{B,\text{r}\text{i}\text{g}\text{h}\text{t}}$

$($e$)$ Shear force, $V_{D,\text{l}\text{e}\text{f}\text{t}}$

$($f$)$ Bending moment, $M$ at $x=40ft$

$($g$)$ Bending moment, $M_B$

$($h$)$ Bending moment, $M$ at $x=120ft$

Problem $2$

For the beam introduced in Problem $1,$ show how the beam must be loaded $(=$ loading pattern$)$ to maximize the response quantities $($a$)$ through $(h).$

Assume a point load, $P_L=10$kip for $($a$),($c$),($e$),($g$)$ and a distributed uniform load, $w_L=1\mathrm{.}2ki\frac{p}{f}t$ for $($b$),($d$),($f$),($h$).$

Finally, calculate the value for each of the response quantities under the assumed loads and loading patterns.