John, possibly the original angle in your bridge feet wasn't optimal then, and this is an elegant way to optimise. Agreed to all you said, and it reminds me of one other thing that may serve skychief's objectives, although it is almost certainly beyond what he wants to do. But it's relevant info, so let's share it.
Maple is a beautiful wood, mechanically, with very little absorption. Tap a piece of old good maple, while holding it in a node, and you get a clear bright tone that lasts reasonably long. In terms of elasticity modulus E, birch has properties not dissimilar to maple, although it is slightly less hard and slightly less strong. But it differs significantly from maple in terms of absorption, particularly for the higher frequencies. Tap a similar piece of birch, and it sounds quite dead. Not the low frequencies, but particularly the high frequencies. I guess birch is not a tone wood.
Anyway, a long time ago I was experimenting to find an optimal location for a pickup integrated in the bridge (for a van Zalinge EUB, actually), and for those tests I made a birch bridge. Scarred & all, the thing ended up in the retirement home for old bridges, for several decades. Until a few weeks back, when I used it as a blank for another test, this time on a conventional DB. I adapted the bridge to a basic shape, with feet fitted, and tested it. The DB I tested it on is a hybrid, with quite a bright sound, yet I noticed quite a bit of these highs were attenuated by the birch, while the lows were virtually unchanged. Actually, particularly for arco, its character improved over the maple bridge. I'm not suggesting we should now all be making birch bridges, it's just a story to corroborate John's point above, tying in with skychief's objectives.
On the spreading of uneven load due to bridge orientation: apologies if I used the wrong word. I meant the angle that the strings make where they break (their straight lines) over the bridge. Agreed, a very thin layer of cork will do very little to compensate for this uneven load (just as it will dampen very little), but given sufficient thickness it will help. It will do that by compacting more in the regions of higher stress, and less in the regions of lower stress. Therefore the high regions effectively become lower, and the low regions effectively higher, carrying more load. It's like putting extra springs in the system. If it helps, think of the extreme of a deformable medium, that's a fluid, below the bridge feet, for instance in small pouches the size of the feet. It may also help to look at the attached stress-strain graph for a highly deformable medium (60psi is about 4 kg/cm). Note that this graph is not for any specific kind of cork, it's just to illustrate what deformable media do when loaded.