Using Terzaghi's equation, evaluate the net allowable bearing capacity $($in

kPa $)$ of a circular footing with a diameter of $2\mathrm{.}9$ m $.$ The depth of foundation is

$1\mathrm{.}3$ m which is of the same level as the water table. The soil has certain

strength characteristics:

Cohesion, $c^{\text{'}}=17$kPa

Angle of internal friction, ${}^{\text{'}}=32$

$N_c=44\mathrm{.}05$;$N_q=29\mathrm{.}01$;$N_{}=26\mathrm{.}39$

Unit weight of soil, ${}_{\text{m}\text{o}\text{i}\text{s}\text{t}}=18\mathrm{.}00k\frac{N}{m^3}$

Submerged unit weight of soil, ${}_{\text{s}\text{u}\text{b}}=10\mathrm{.}77k\frac{N}{m^3}$

Final answer in $4$ decimal places.