The beam supports the distributed load shown. Determine the resultant internal loadings on the cross sections at points $D$

and $E.$

$D_{?}$

a$)N_D=o,V_D=1\mathrm{.}0$kip$(+),M_D=9\mathrm{.}2$kip$*ft$

b$)N_D=0,V_D=0\mathrm{.}5$kip$(+),M_D=7\mathrm{.}6$kip$*ft$

c$)N_D=o,V_D=1$kip$(-),M_D=7\mathrm{.}6$kip$*ft$

E

a$)N_E=0,V_E=0\mathrm{.}9$kip$(+),M_E=1\mathrm{.}35$ kip.ft

b$)N_E=0,V_E=0\mathrm{.}9$kip$(+),M_E=-1\mathrm{.}35$kip$*ft$

c$)N_E=o,V_E=0\mathrm{.}5$kip$(+),M_E=1$ kip.ft