Refer to the footing in Problem 17.14. Determine the gross ultimate load the footing can carry using
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Refer to the footing in Problem 17.14. Determine the gross ultimate load the footing can carry using the Patra et al. (2015) reduction factor method for rectangular foundations given in Eqs. (17.53), (17.55), and (17.56).
Data From Problem 17.14
A square footing on sand is subjected to an eccentric load, as shown in Figure 17.24. Using Meyerhof’s effective area oncept, determine the gross allowable load that the footing could carry with Fs = 4. Given: γ = 16 kN/m3, c' = 0, ϕ' = 29ο, Df = 1.3 m, β = 1.75 m, and x = 0.25 m. Use the bearing capacity factors given in Table 17.2 and Eqs. (17.32) through (17.42) for shape, depth, and inclination factors.
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