That's exactly the point, Skipdeiter,
Structural engineers think in terms of centimeters of deflection - mechanical engineers think in micorns.
A 25 mm deflection in a roof memeber may be negligible. For a crane that may be significant. Crane girders are usually designed on deflection limits, and not stress. 1:500 is not unuaual for a light crane. 1:800 is healthy for a heavy installation. The vaues are established as rule-of-thumb guidance from practical experience.
My feeling is that the deflection limit has more to do with vibration, than in trouble powering the crane up a 1:400 slope. But if you want some more solid guidance contact the Crane Manufacturers Association.