Consider the structure below. Compute the induced stresses at depth intervals of $1$ m up to $10$ m beneath the

$($a$)$ center of the embankment

$($b$)$ toe of the embankment From Image: n $=19\mathrm{.}2$ kN$/$m$^3$ First section $=10$ m$,$ Middle section $=12$ m$,$ Last Section $($Point B to C$)=10$ m$,$ Height $=6$ m$.$ Refer to image to see diagram