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Question: please answered fluids mechanics...

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PLATE The depth of water of the upstream side is 6m. Neglect hydrostatic uplift and use unit weight of concrete 24 kN/mA3. Coefficient of friction between the base of the dam and the foundation is 0.6. .Determine: Factor of safety against sliding Factor of safety against overturning The overturning moment acting against the dam

Please answered. Fluids Mechanics

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