Current Attempt in Progress

The cantilever beam shown in the consists of a W$831$ structural steel wide$-$flange shape $E=29,000$ksi;$I=110in.{?}^4.$ For the

loading shown, use discontinuity functions to compute $($a$)$ the slope of the beam at A and $($b$)$ the deflection of the beam at $A.$ Assume

$M=33$kips$*ft,w=5\mathrm{.}0$kip$\frac{s}{f}t,a=4\mathrm{.}0ft,$ and $b=10\mathrm{.}0ft.$

$($a$)d\frac{v}{d}x=$

rad

$($b$)v_A=$

in$.$