A square footing $(2\:m \times 2\:m)$ is subjected to an inclined point load, $P$ as shown in the figure below. The water table is located well below the base of the footing. Considering one-way eccentricity, the $\textit{net safe}$ load carrying capacity of the footing for a factor of safety of $3.0$ is ______ kN.

The following factors may be used.

Bearing capacity factors: $N_q=33.3, \: N_{\gamma} = 37.16$; Shape factors: $F_{qs} = F_{\gamma s} = 1.314$; Depth factors: $F_{qd} = F_{\gamma d} = 1.113$; Inclination factors: $F_{qi} = 0.444, \: F_{\gamma i}=0.02$