Problem 11-4 Consider a centrally, vertically loaded square footing on sand supporting live and dead loads that, added together, are equal to 1000 kN. Considering the load and resistance factors given in Tables 2-3 (page 31) and 11-5 as well as the definition of characteristic resistance, study the dependence of the implied safety factor on the dead-to-live load ratio. Work with ASCE (ACI) load factors.
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