Assuming the maximum soil pressure is $1800$ psf$,$ compute the maximum shear in kips and bending moment in kip$-$ft in the soldier pile. Consider the lower hinge point to be $3\text{'}$ below the bottom of the excavation as shown in the Figure. Draw a neat freebody, shear and moment diagrams. Label all figures accordingly. Round up to nearest TWO decimal.

ENTER THE ANSWER THE FOLLOWING WAY: first shear value, then Moment Value:

$V_{\text{m}\text{a}\text{x}}=$ kips

$M_{\text{m}\text{a}\text{x}}=$ kip$-ft$