$(5$ points$)$ Slab Form Design $-$ ASD Method

a$.(1$ point$)$ Estimate the total form vertical load $[$for strength $(0\mathrm{.}5$ point$)$ and deflection $(0\mathrm{.}5$ point$)]$ in $l\frac{b}{f}{t}^2$ to support a $7+0\mathrm{.}1A$ in$.$ thick flat plate floor of normal$-$weight concrete $(150l\frac{b}{f}{t}^3).$ Consider minimum construction live load and assume the form dead load as $10l\frac{b}{f}{t}^2.$