P$10\mathrm{.}58$ A $25-$ft bong soldier beam $($W$1030)$ is used as a key compoent of in earth revention syspem at an excravation site. The soldier beam is subjected to a soil loading that is linearly distributed from $520l\frac{b}{?}$ fit to $260l\frac{b}{f}t,$ is shown below. The solier beam can be idealized as a cantilever with a fixed support at $A.$ Added support is supplied by a tichack anchor at $B,$ which eserts a fores of $5,000lb$ on the solfier hesm. Assume $E=29000$ksi,$l=170in.$ Uling integration method determine:

a$)$ equation of elastic curve,

b$)$ deflections at point $B$&$C$

c$)$ slopes at points $B$&$CC,$

d$)$ plot the clastic curve in Exed and add the graph to your HWA solution.How to solve