Boundary conditions on a fixed-fixed bar

[Bryan morrow]

I am working with a fixed fixed bar with a distributed axial load to the right as w(x)=CX/L. I am having a hard time determining the force boundary conditions. I know that U(0)=0 and U(L)=0. However, I need to come up with something in regards to U'(Value). Any help would be appreciated.

 

[Bryan morrow]

Here is a picture for better explanation.