Q$2$ For the rectangular spread footing shown in the fignne below, if the factor net soil pressume $q_{?}$

$u=300k\frac{N}{m^2},\frac{6}{u}n$ in $500-mm$ square $($interion col$),f_c^{\text{'}}=21$Mpa,$f_y=420$Mpa

Calculate the ore Way shear $(2$ point$)$

Calalate the shear Gapaity for one way $(Q{V}_c)$ shear and check if the thickness of the footing is of $(2$point$)$