Your answer is incorrect.

For the beam and loading shown, use discontinuity functions to compute:

$($a$)$ the slope ${}_A$ of the beam at A and

$($b$)$ the deflection $v_B$ of the beam at $B.$

Assume a constant value of $EI=407000ki{p}^{-f{t}^2}$ for the beam; $w_0=7\mathrm{.}5$kip$\frac{s}{f}t,L=28\mathrm{.}4ft.$

Answers:

$($a$){}_A=$

rad.

$($b$)v_B=$

in$.$