What would be max eccentricity such that entire soil beneath

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A circular footing of diameter B is expected to carry a column load with some eccentricity. The moment of inertia of the footing about its diameter is piB^4/64. What would be the maximum eccentricity such that the entire soil beneath the footing is in compression?FOr this value of eccentricity, draw the pressure distribution around the perimeter.

Reference no: EM13315965

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