For the cantilever beam shown in Fig. If $L_e=9264$ in ${?}^4.$ hat$(f)=60000$ and $fe=4000($normal$-$weight concrete$)$ Determine the following:

$7\mathrm{.}1)$ The instantaneous deflection due to distributed load

A$)1\mathrm{.}02$ in

B$)0\mathrm{.}94$ in

C$)0\mathrm{.}82$ in

D$)0\mathrm{.}56$ in

$7\mathrm{.}2)$ The instantancous deflection due to a concentrated dead load at the free end

A$)0\mathrm{.}410$ in$.$

B$)0\mathrm{.}326$ in$.$

C$)0\mathrm{.}245$ in$.$

$-$D$)0\mathrm{.}195$ in$.$

$7\mathrm{.}3)$ The instantaneous deflection due to concentrated live load at $a=10ft$ from the fixed end is maximum at the free end:

A$)046t$ in$.$

B$)0\mathrm{.}377$ in$.$

C$)0264$ in$.$

D$)0\mathrm{.}170$ in$.$

$7\mathrm{.}4)$ The total immediate deflection

A$)3\mathrm{.}291$ in$.$

B$)2\mathrm{.}542$ in$.$

C$)1\mathrm{.}891$ in$.$

D$)1\mathrm{.}400$ in$.$

The $1-$year long$-$time deflection, Assume $=1\mathrm{.}4,($For a $1-$year period$).$

$1\mathrm{.}13in$

$0\mathrm{.}97in.$

$0\mathrm{.}88in.$

$0\mathrm{.}75$ in$.$