A cantilevered beam has a distributed load $($ w $)$ of $\backslash (5063\backslash$mathrm$\{$~N$\}/\backslash$mathrm$\{$m$\}\backslash )$ acting down on it and along its entire length.

The beam is also simply supported at a distance $($A$)2\mathrm{.}25$ m from the fixed end and the remaining beam length $\backslash (($B$)\backslash )$ is $0\mathrm{.}75$ m $.$

The beam material has a Young's Modulus of $119\mathrm{.}4$ GPa $,$ a width of $47$ mm and a depth of $45$ mm $.$

Determine the reaction force at the simple support $($Answer in N $).$

Determine the reaction moment at the fixed end $($Answer in Nmm$).$

Determine the deflection at the end of the beam $($Answer in m$).$

Determine the maximum shear stress in the beam at the fixed end $($Answer in MPa$).$

Select the $4$ correct answers from the list below$/$:

a$.0\mathrm{.}00234949496299464$

b$.-5\mathrm{.}25151595744681$

c$.1495167\mathrm{.}1875$

d$.5411\mathrm{.}08125$

e$.0\mathrm{.}000939797985197857$

f$.-4\mathrm{.}37626329787234$

g$.1993556\mathrm{.}25$

h$.2491945\mathrm{.}3125$

i$.0\mathrm{.}00140969697779679$

j$.\backslash (\backslash$quad $7214\mathrm{.}775\backslash )$

k$.0\mathrm{.}00187959597039571$

l$.-3\mathrm{.}50101063829787$

m$.996778\mathrm{.}125$

n$.3607\mathrm{.}3875$

o$.498389\mathrm{.}0625$

p$.0\mathrm{.}000469898992598929$

q$.1803\mathrm{.}69375$

r$.9018\mathrm{.}46875$

s$.-7\mathrm{.}00202127659574$

t$.-6\mathrm{.}12676861702128$