First time I am posting so many pics and this site is not the most user friendly in that department....
So here is the general thinking.
Tow bar being shorter should exert less twist and downward force than the standard. It is now nearly 200mm shorter, but only raises the ball by 30-35mm. New drop plate is also 12mm plate and the holes have been meticulously matched so that a another drop plate can be added to accommodate my Venter trailer that I have already given a 80mm lift to get better lined to the Sani.
I have in my arsenal a length of 16mm x130mm plate/flat bar that will become my recovery points, and 12mm x 70mm bar that will be used for support on the inside of the chassis rail.
The plan is to drill another hole further forward of the three existing holes seen in the pics to add a bit of additional support. I am also playing with the idea to enlarge the existing holes by a millimeter or two, just to make me feel better about the whole thing and adding bigger bolts.
Weight of the existing bumper and tow bar come in at exactly 30kg with the bolts (not including the bits of bumper still somewhere on the Bosvark trail

). So I am hoping to get away with around 40kg (maybe 45kg with a push) to get this all done.
The plan now is to attach the 16mm plate to the sides of the tow bar and run that on the outside of the chassis member.. That 16mm bar will be welded to the tow bar giving me a 24mm thick outside plate that gets attached to the chassis.
It then runs past the tow bar to the rear giving me a 16mm recovery point in a perfectly straight line to the chassis mounting points. The two recovery points are now also effectively supported and attached to each other by the tow bar.
Off the 16mm recovery bar and tow bar I want to use the 12mm bar to fashion the rest of the "bumper" shape I need to the edges/side of the vehicle.
I believe I may now have such a lump of steel at this point that I don't know if I will even have place to mount pipes to work as a bumper anymore. I may have another solution by adding a "cladding" of 2mm steel sheeting I have laying spare here, over the main steel structure. I will just have to be happy with the trail "houding" that steel sheet may end up getting when dented on a rock if I had to land on it.
My idea of going over kill on the main structure and just cladding it all is because I want a good strong base to work from for a dual spare wheel carrier hanging off each end of the bumper (project for another day).
So now for the comments and suggestions please. I am pretty sure I have, with my limted (ok, non existent) engineering knowledge, missed some crucial stress loading factors that are going to be exerted on this setup.