Problem $2$:answer the following short answer problems

$(22$ points$)$

use: $F=28$MPa,$fy=420$MPa, Concrete unit weight $=24k\frac{N}{m^{\text{'}}}$

For the rectangular spread footing shown in the figure below, if the factor net soil pressure $q_{?}$

$u=300k\frac{N}{m^2},$ Column is rectangular $(500300)mm($interior col$).0\mathrm{.}1.$

The maximum one way shears in both directions $V_4$ in the footing are

The shear capacities for one$-$way shear in both directions $V_c$ are

The maximum moments on the footing in both directions are