$9$

Required information

For the beam and loading shown, $P=67kN,L=6m,E=200$GPa and $I=270{10}^{6}m{m}^4.$ Determine the slope and deflection at C$.$

ces

Superposition principle

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

$($a$)($I$)$ is case $2$ in App. F

$($b$)($II$)$ is not in App. F $($Note: From $9\mathrm{.}1($II$)$ is a complex beam, whie all cantilever beams in App. F are simple beams$)$

Slope and deflection for $($I$)$

For $($I$),$

$($a$)$ the deflection at $C$ is given as $yC{I}^C(mm)(darr)$

$($b$)$ the slope $("$angle$)$ at Cis${}_{Cl}=($degree$)0$