A long strip footing foundation $1 \mathrm{~m}$ wide is to be designed for a region where earthquakes could occur. The soil underlying the area has a unit weight equal to $17 \mathrm{kN} / \mathrm{m}^3$, an angle of internal friction equal to $20^{\circ}$, and a cohesion valoe c equal to $25 \mathrm{kPa}$. Assume that the footing will be installed at a depth of $1 \mathrm{~m}$ below the adjaceat soil surface, that the soil rigidity index is greater than the critical index, and that the depth factors do not apply. For the condition where $k_k$ equals 0.20 and $k_k$ is half of $k_k$ compare the value for static ultimate bearing capacity (Equation $I_{\text {a) }}$ with the value for seismic bearing capacity (Equation 24 and Figure 20). For this problem, do not use a factor of safety when making the comparisen.