$8.$ The structural wall shown in the figure below is subjected to gravity loads $(\backslash ($ D$=80\backslash )$ kips and $\backslash ($ L$=40\backslash )$ kips$)$ and a single equivalent static lateral earthquake load $(\backslash ($ E$=220\backslash$mathrm$\{$kips$\}\backslash ))$ at the top of the wall. For the given uniform distribution of vertical and horizontal reinforcements, check the moment strength at the base of the wall.

orizontal reinforcement:

No$.4$ at $16$ in$.,$ EF

Vertical reinforcement:

No$.5$ at $16$ in$.,$ EF