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).

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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). 

50m
10
7m
23.2m
1
Drain
N
Elev. 0
Transcribed Image Text:50m 10 7m 23.2m 1 Drain N Elev. 0
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