Consider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant.

of $3$

rint

rences

Using singularity functions, determine the deflection at $C.($Round the final answer to three decimal places.$)$

The deflection at $C$ is

$\frac{P{a}^3}{EI}$uarrConsider the beam and loading shown. Assume that the flexural rigidity El of the beam is constant.

of $3$

rint

rences

Using singularity functions, determine the deflection at $C.($Round the final answer to three decimal places.$)$

The deflection at $C$ is

$\frac{P{a}^3}{EI}$uarr