QUESTION 3 3.1 A square foundation as shown in the figure below, with e₁ = 0.45m and eB = 0.3m. Assume two-way eccentric

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QUESTION 3 3.1 A square foundation as shown in the figure below, with e₁ = 0.45m and eB = 0.3m. Assume two-way eccentric

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Question 3 3 1 A Square Foundation As Shown In The Figure Below With E 0 45m And Eb 0 3m Assume Two Way Eccentric 1
Question 3 3 1 A Square Foundation As Shown In The Figure Below With E 0 45m And Eb 0 3m Assume Two Way Eccentric 1 (60.1 KiB) Viewed 37 times
QUESTION 3 3.1 A square foundation as shown in the figure below, with e₁ = 0.45m and eB = 0.3m. Assume two-way eccentricity, and determine the ultimate load, Qu- JM sand 1.2m Y = 18 kN/m² = 30° 1.8mx 1.8m c² = 0 Ke=0.3m I i e=0.45m 1.8m 1.8m 3.2 Consider the foundation with the following changes: e₁ = 0.192m eB = 0.128m For the soil, y = 16.5kN/m³, $ = 25° c' = 25kN/m² Determine the ultimate load, Qu. [15] [20] QUESTION 5 = [35 marks]
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