Shear force diagram:

FromA $B$:$V=27\mathrm{.}44kN($constant$)$

FromB $C$:$V=27\mathrm{.}44kN-70kN=-42\mathrm{.}56kN($constant$)$

FromC $D$:$V=-42\mathrm{.}56kN+15\mathrm{.}56kN=-27kN($constant$)$

Bending moment diagram:

At $A$:$M=0$

At $B$:$M=27\mathrm{.}44kN6m=164\mathrm{.}64kN*m$

At $C$:$M=164\mathrm{.}64kN*m-70kN8m=-395\mathrm{.}36kN*m$

At $D$:$M=-395\mathrm{.}36kN*m+15\mathrm{.}56kN3m=-348\mathrm{.}68kN*m$

At $E$:$M=0$

Draw Shear force and Bending Moment Diagrams.