I'm late with a response, but geogdg's response which is correct points out the care in using terminology. We have had a number of threads on this in various geotechnical engineering forums.
It is my view that
1. Any time you use the word "capacity" you are basing your premise on shear strength. Ultimate bearing capacity is as the formulas (whichever one you use) give you - the allowable bearing capacity is the ultimate divided by a factor of safety (usually 3).
2. When one uses, as a premise, settlement or distortion, it should be referred to as "allowable bearing pressure" - usually "net". This clearly defines that the given or quoted value is settlement or distortion driven.
I don't use the term SBC (Safe bearing capacity) - mainly because of the two points above. In most soils, it is the settlement and/or distortion criteria that govern the applied loads.