The section of the masonry dam is as shown in the figure. The specific weight of the fluid is 9.10 kN/m3 and that of concrete is 23.5 kN/m3. Assuming uplift pressure varies linearly from maximum hydrostatic pressure at the heal to zero at location of the drain. The elevation of the top of the dam is 51+0 meters. a) Find the Factor of safety against overturning. b) Find the distance of the resultant from the toe (x̄).
The section of the masonry dam is as shown in the figure. The specific weight of the fluid is 9.10 kN/m3 and that of concrete is 23.5 kN/m3. Assuming uplift pressure varies linearly from maximum hydrostatic pressure at the heal to zero at location of the drain. The elevation of the top of the dam is 51+0 meters. a) Find the Factor of safety against overturning. b) Find the distance of the resultant from the toe (x̄).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The section of the masonry dam is as shown in the figure. The specific weight of the fluid is 9.10 kN/m3 and that of concrete is 23.5 kN/m3. Assuming uplift pressure varies linearly from maximum hydrostatic pressure at the heal to zero at location of the drain. The elevation of the top of the dam is 51+0 meters.
a) Find the Factor of safety against overturning.
b) Find the distance of the resultant from the toe (x̄).
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