A rigid foundation is subjected to a vertical column load, P = 355 kN, as shown in Figure 1. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Given: B = 2m; L= 3m; Df= 1.5m; H = 4m; Es = 13,500 kN/m²; and us = 0.4. Foundation B× L Δσ Soil H = Poisson's ratio E, = modulus of elasticity : H Rock

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Q: Problem 1: For the data shown below (figure of problem. 1) for shallow foundation, determine the…

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A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

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