Agreed, it's appropriate to consider load spreading (on most scales, perhaps not for a very thin layer of soil) -- either by a rule of thumb method, Bousinessq solution or the like.
A few cautions and general rules of thumb about crawler crane track load distributions (since they came up):
[ul]
[li]Most crawler cranes are designed so that about half the track width bears on hard surfaces. When used on soft surfaces, the crane sinks in to engage the full width of the track[/li]
[li]In the situation mentioned by TME with a heavy pick over the front, you'll often end up with a triangular distribution over some portion of the track length, but not the full length (often 1/2L to 2/3L)[/li]
[li]If the crane has a large counterweight and the boom is in tight with no load on the hook, the crane is unbalanced in the opposite direction. This happens alot while the crane is mobilizing around a site, and can have nearly as pronounced an effect for track loads[/li]
[li]When a crane is swinging over the side, you can typically count on a uniform load in each track, but different percentages of the weight in the two tracks -- 80% and 20% isn't unheard of[/li]
[/ul]
Crawlers with variable-position counterweights or super lift trailers perform better in this regard -- I've heard that you can get close to uniform loading with those, but not quite.
Also, I apply similar considerations for RT and Hydro cranes on tires or outriggers -- but I won't get into those here.