A rectangular footing 1 m x 2 m is placed at a depth of 2 m in a saturated clay behaving an unconfined compressive strength of 100 kN/m2. According to Skempton, the net ultimate capacity is

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A: EI = 2900000×1000122 = 20.1389×106  lb.ftFrom similar triangles,y = 200x6 = 100x3

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Q: Completely solve. PLEASE WRITE LEGIBLY OR TYPEWRITE THE SOLUTIONS.

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