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

Given: $P=3P_0$

$(x=0,y=0)$

$(x=L,y=0)$

$(x=0,\frac{dy}{dx}=0)$

Determine the reactions at A and $B.($Round the final answers to three decimal places.$)$

The reaction at $A$ is

The reaction at $B$ is

$P_0$uarr.

$P_0$uarr.