for the beam and loading shown, P$=70$kip, L$=8$ft$,$ E$=29*10^6$ psi. Determine the slope and deflection at C$.$ Slope and deflection for $($I$)$ a$.$ the deflection at C is given as $($in$)$ B$.$ the slope $($~angle$)$ at C is

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

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

Slope and deflection for $(!)$

For $($I$),$

$($a$)$ the deflection at C is given as $\backslash (\backslash$boldsymbol$\{$x$\}\backslash )($in$)(\backslash (\backslash$downarrow $\backslash ))$

$($b$)$ the slope $(($angle$)$ at Cis $($degree$)$ U