Fixed End Moments for 2 x Different Point Loads

Hello all

I am trying to find or work out how to calculate the Fixed End Moment (FEM) for 2 x different point loads.

I have the following sketch:-

[ATTACH=CONFIG]2599[/ATTACH]

All of the FEM tables I have found don't have an example where there are 2 x different point loads and I was wondering if any once could shed any light on this.

Thank you.