A square footing of $2 m$ sides rests on the surface of a homogeneous soil bed having the properties: cohesion $c=24 \mathrm{kPa},$ angle of internal friction $\phi=25^{\circ},$ and unit weight $\gamma=18 \mathrm{kN} / \mathrm{m}^{3}$. Terzaghi's bearing capacity factors for $\phi=25^{\circ}$ are $N_{c}=25.1$, $N_{q}=12.7, N_{\gamma}=9.7, N_{c}^{\prime}=14.8, N_{q}^{\prime}=5.6,$ and $N_{\gamma^{\prime}}=3.2 .$ The ultimate bearing capacity of the
foundation (in $k P a,$ round off to 2 decimal places $)$ is

Question ID - 157089 | SaraNextGen Top Answer

A square footing of $2 m$ sides rests on the surface of a homogeneous soil bed having the properties: cohesion $c=24 \mathrm{kPa},$ angle of internal friction $\phi=25^{\circ},$ and unit weight $\gamma=18 \mathrm{kN} / \mathrm{m}^{3}$. Terzaghi's bearing capacity factors for $\phi=25^{\circ}$ are $N_{c}=25.1$, $N_{q}=12.7, N_{\gamma}=9.7, N_{c}^{\prime}=14.8, N_{q}^{\prime}=5.6,$ and $N_{\gamma^{\prime}}=3.2 .$ The ultimate bearing capacity of the
foundation (in $k P a,$ round off to 2 decimal places $)$ is