A concrete foundation slab $2\mathrm{.}4m1\mathrm{.}8m1m$ thick is subject to a central point load of

$1\mathrm{.}2$MN and a moment of $160kNm$ about the shorter axis. Find the maximum and

minimum toe pressures. $)$

Use ${}_{\text{c}\text{o}\text{n}\text{c}\text{r}\text{e}\text{t}\text{e}}=\frac{2400(kg)}{m^3},g=\frac{9\mathrm{.}81(m)}{s^2}$