2. The section of a concrete gravity dam is shown in the figure. The depth of water at the upstream side is 6m. Neglect hydrostatic uplift and use unit weight of concrete equal to 23.5 kN/m?. The coefficient of friction between the base of the dam and the foundation is 0.6. Determine the following: (a) factor of safety against sliding, (b) the factor of safety against overturning, and (c) the overturning moment acting against the dam in kN-m. 2 m 4 m 0000
2. The section of a concrete gravity dam is shown in the figure. The depth of water at the upstream side is 6m. Neglect hydrostatic uplift and use unit weight of concrete equal to 23.5 kN/m?. The coefficient of friction between the base of the dam and the foundation is 0.6. Determine the following: (a) factor of safety against sliding, (b) the factor of safety against overturning, and (c) the overturning moment acting against the dam in kN-m. 2 m 4 m 0000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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