Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A masonry dam of the trapezoidal cross-section has a height of 22 m. with one face vertical and a thickness of 2 m. at
the top and 10 m. at the bottom. The inclined face is subjected to water pressure, the water standing to a depth of 15
m. above the base. The sp. gr. of the masonry is 2.4. Assuming no hydrostatic uplift.
(a) Find the total hydrostatic force acting perpendicular to the inclined surface in KN
(b) Determine where will the resultant pressure intersect the base measured from the toe in m.
(c) Determine the max. intensity of pressure at the toe in kPa
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Transcribed Image Text:A masonry dam of the trapezoidal cross-section has a height of 22 m. with one face vertical and a thickness of 2 m. at the top and 10 m. at the bottom. The inclined face is subjected to water pressure, the water standing to a depth of 15 m. above the base. The sp. gr. of the masonry is 2.4. Assuming no hydrostatic uplift. (a) Find the total hydrostatic force acting perpendicular to the inclined surface in KN (b) Determine where will the resultant pressure intersect the base measured from the toe in m. (c) Determine the max. intensity of pressure at the toe in kPa
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