That looks better Barry (not that there was anything wrong with the first one)

One point Ive just realized for both our sheets is that it only deals with one beam or bar when in reality two will be used, especially for a gantry!

The deflection is easy as you just halve it, but could be a bit more difficult for the torsion calcs. Rotation about the central point with torsion and horizontal deflection? nasty.