Part $2)$ If a $10$ kip load is applied at $A,$ find the following:

a$)$ Moment at C

b$)$ Shear at D

c$)$ Reaction at E

Part $3)$ Where would you need to apply a uniformly distributed load to get the following: a$)$ Maximum positive shear at D$?$

b$)$ Maximum moment at C$?$