Hi whilst calculating the bending moment at points (a) through (g) on the beam shown below, I'm a little unsure if I have done it correctly, and hence the plotted BM diagram could be incorrect. The main concern is whether or not UDL should be factored into the bending moment calcs? Please let me know if the images are unnacceptably large and I will thumb or reduce them.

Note. it's a simply supported 1 metre long beam with supports at 0.05 metres and 0.8 metres.