Consider the building in the figure below, which has a width into the page of $35$ ft $.$ Maximum inundation height, $h_{\text{m}\text{a}\text{x}},$ and flow velocity, $u_{\text{m}\text{a}\text{x}},$ have been determined as $33$ ft and $24f\frac{t}{sec},$ respectively. $($a$)$ Calculate the hydrodynamic and hydrostatic resultant load and location on the walls IJKL for Load Case $2$ and $3$ due to both inflow and outflow directions. $($b$)$ If windows are inundated, calculate the expected hydrostatic loading on the adjacent outside walls and floor due to water retained by the floor, or floors. $($c$)$ Calculate the debris impact load to be applied to the freestanding column CD$.($d$)$ Calculate the vertical hydrostatic load $($buoyancy$)$ on the enclosed part of the building GKLH$.$ Consider $I_{su}=1,C_0=1\mathrm{.}25,C_{}=1,C_0=0\mathrm{.}65.$ Consider seawater density $=70\mathrm{.}4l\frac{b}{f}{t}^3.$