... the effects of depth of embedment. Meyerhof further showed 1 0- 49 10. 6 SPREAD FOOTINGS 10. 6.1 General Considerations 10. 6.1.1 GENERALProvisions of this article shall apply to design of isolated, ... given in Table C1may be used. These bearing resistances aresettlement limited, e.g., 1 inch, and apply only at theservice limit state. 1 0- 63 Table C10.6.2.6. 1-1 - Presumptive Bearing Resistance ... with the provisions of this section, elastic settlements may generally be assumed to be less than 0.5 IN. When elasticsettlements of this magnitude are unacceptable or when the rock is not competent,...