Knowing that beam AB is in equilibrium under the loading shown, draw the shear and bending moment diagrams and determine,

a$)$ The magnitude of the shearing force at A is $\_\_\_\_\_$kN$.$

b$)$ The magnitude of the shearing force at C is $\_\_\_\_\_$kN$.$

c$)$ The value of the shearing force at C is $\_\_\_\_\_$kN$.$

d$)$ The magnitude of the shearing force at x$=0\mathrm{.}5$m is $\_\_\_\_\_$kN$.$

e$)$ The magnitude of the shearing force at D is $\_\_\_\_\_$kN$.$

f$)$ The value of the shearing force at D is $\_\_\_\_\_$kN$.$

g$)$ The magnitude of the shearing force at B is $\_\_\_\_\_$kN$.$

h$)$ The maximum shearing force in the beam is $\_\_\_\_\_$kN$.$