Problem $2.$ See the beam below. The beam has a rectangular cross section of $4$ in $x10$ in $($bending about

the strong axis$).$ The point load $P=1\mathrm{.}25$kip and the distributed load $w$ is $400plf.$ The beam is $10$ feet long.

$E=1700$ksi

a$)$ Draw the shear and moment diagrams for the beam.

b$)$ Calculate the maximum bending stress in the beam.

c$)$ Calculate the maximum deflection of the beam. A deflection table for different loading conditions is on

the last page of the assignment.