Problem #$2$: A square footing is to be constructed, as shown in the figure below. Ignore the slab$-$on$-$grade floor for your calculations. The groundwater table is at a depth of $50ft$ below the ground surface. Using Terzaghi's theory$/$factors$,$ compute the ultimate bearing capacity and the column load required to produce a bearing capacity failure. Include the weight of the foundation in qult and $Q_{\text{u}\text{l}\text{t}}.$ Note, $c^{\text{'}}=150psf($there$\text{'}$s a unit error on the figure$)$ and as shown in figure$).$