Sorry I don't agree. IMO the doubler plate needs to be curved outward like this illustration. Also the doubler plate need to be approximately 30mm (1-1/4") narrower than the structure - 15mm on each side. The welds on the curved ends of the doubler plate should either stop about 20mm (3/4") before the end of the plate, OR be run out 50-75mm (2-3") past the end of the plate terminating parallel to the existing structural welds and approximately 15mm away from them
View attachment 90095
Nige - If you are referencing the picture you attached, the doubler plate is narrower so that the weld beads line up with the side plates to get the most strength. Plus if you run too close to the edge you risk a burn out which will create a big stress riser.
"that repair will outlast the pyramids"
This repair looks pretty solid, but one thing that I learned early on is that adding metal is not always the answer. Often you just move the problem somewhere else! And the welding details (filler, preheat, fillet size, post treatment grinding/peening, etc.) are just as important. Every place in a weldment where you have a change in shape or thickness is an increased risk of cracking. If you want proof just compare the shape of almost any machine today vs. it's 1970's counterpart. Even though it is more expensive you now see mostly radiused or tapered parts vs. the old boxy shapes.
Anyway, just tryin' to pass along some wisdom. Hopefully it helps someone else.
ISZ