Required information

For the beam and loading shown, $P=64$kip,$L=12ft,E=28{10}^6.$ Determine the slope and deflection at $C.$

Superposition principle

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

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

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

Slope and deflection for $($I$)$

For $($I$),$

$($a$)$ the deflection at $C$ is given as $|]($in$)($t$)$

$($b$)$ the slope $("$angle$)$ at Cis $($degree$)$ SOLVE CASE I AND CASE II