Find the horizontal deflection $h$ and vertical deflection $v$ at the free end $C$ of the

frame ABC shown in the figure. $($The flexural rigidity El is constant throughout the

frame.$)$

Note: Disregard the effects of axial deformations and consider only the effects of

bending due to the load $P.$

Hint:

$=\frac{\frac{?}{PI}{?}^{(}()()2)}{2EI}$

$y=\frac{P{x}^2}{6EI}(31-x)$

${}_{\text{m}\text{a}\text{x}}=\frac{P{l}^3}{3EI}$