For the beam and loading shown, $P=78$kip,$L=11ft,E=28{10}^6.$ Determine the slope and deflection at C$.$

Superposition principle

If we superpose the solution for the statically derminate beam into $($I$)+($II$)$

$($I$)$

$($II$)$

$($a$)($I$)$ is case $5$ in App. F

$($b$)($II$)$ is case $5$ in App. F

Slope and deflection for $(!)$

For $($I$),$

$($a$)$ the deflection at $C$ is given as $($in$)(darr)$

$($b$)$ the slope $($Nangle$)$ at Cis $($degree$)$