The figure is a section of a masonry dam resting on a previous foundation and subjected to water pressure shown Specific gravity of masonry dam is 2 40. Assume that the path of percolation follows the line of contact between the foundation and the masonry and sheet piles. If the drop in the hydraulic gradient is directly proportional to the length of the path of percolation Determine the mornent about point C of the pressure (force) acting on the surface ABC per linear meter of dam EL. 4.0m F ELO 1.0m 1.0 m C. 10m 4, Om 1.0m 4.0m 2.0m

Structural Analysis
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Chapter2: Loads On Structures
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The figure is a section of a masonry dam resting on a previous foundation and subjected to water pressure shown Specific gravity of
masonry dam is 2 40. Assume that the path of percolation follows the line of contact between the foundation and the masonry and
sheet piles. If the drop in the hydraulic gradient is directly proportioial to the length of the path of percolation Determine the marnent
about point Cof the pressure (farce) acting on the surface ABC per linear meter of dam
EL. 4.0m
F ELO
1.0m
1.0 m
C.
10m
4.Om
4.0m
2.0m
1.0m
Transcribed Image Text:The figure is a section of a masonry dam resting on a previous foundation and subjected to water pressure shown Specific gravity of masonry dam is 2 40. Assume that the path of percolation follows the line of contact between the foundation and the masonry and sheet piles. If the drop in the hydraulic gradient is directly proportioial to the length of the path of percolation Determine the marnent about point Cof the pressure (farce) acting on the surface ABC per linear meter of dam EL. 4.0m F ELO 1.0m 1.0 m C. 10m 4.Om 4.0m 2.0m 1.0m
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