Beam loaded as shown. $D$ is a point within the beam $($not a hinge$).$ Reactions $A_y=17\mathrm{.}95$kips and $B_y=25\mathrm{.}55$ kips have been determined. $($Hint: There is another reaction at A$.)$

Draw a free body diagram for a cut at D$.(5$ pts$)$

Determine the internal shear force at D$.(4$ pts$)$

a$.-4\mathrm{.}37$ kip

b$.0$

c$.-4\mathrm{.}55$ kip $)$

d$.-4\mathrm{.}19$ kip

Determine the internal normal force at D$.(4$ pts$)$

a$.0$

b$.6\mathrm{.}00$kip$(T)$

c$.8\mathrm{.}00$kip$(T)$

d$.8\mathrm{.}00$ kip $($C$)$

Determine the internal moment at $D.(4$ pts$)$

a$.+65\mathrm{.}2$kip$*ft$

b$.+62\mathrm{.}7$kip$*ft$

c$.+67\mathrm{.}8$ kip. ft

d$.+60\mathrm{.}3$ kip.ft