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For the dam retaining water as shown, find (A) the factor of safety against sliding if u=0.48, (B) the factor of safety against overturning and (C) the stress intensity at the base of the dam. The foundation soil is permeable; assume hydrostatic uplift varies from full hydrostatic head at the heel of the dam to zero at the toe. Use unit weight of concrete equal to 23.5kN/m? 3m 4 m 8 m 3 m W.S 12 m 14 m 3 m 3 m

For the dam retaining water as shown, find (A) the factor of safety against sliding if u=0.48, (B) the factor of safety against overturning and (C) the stress intensity at the base of the dam. The foundation soil is permeable; assume hydrostatic uplift varies from full hydrostatic head at the heel of the dam to zero at the toe. Use unit weight of concrete equal to 23.5kN/m? 3m 4 m 8 m 3 m W.S 12 m 14 m 3 m 3 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the dam retaining water as shown, find (A) the factor of safety against sliding if µ=0.48, (B) the factor of safety against overturning and (C) the stress intensity at the base of the dam. The foundation soil is permeable; assume hydrostatic uplift varies from full hydrostatic head at the heel of the dam to zero at the toe. Use unit weight of concrete equal to 23.5kN/m?. 3 m 4 m 8 m 3 m to W.S 12 m 14 m 3 m 3 m O O
Transcribed Image Text:For the dam retaining water as shown, find (A) the factor of safety against sliding if µ=0.48, (B) the factor of safety against overturning and (C) the stress intensity at the base of the dam. The foundation soil is permeable; assume hydrostatic uplift varies from full hydrostatic head at the heel of the dam to zero at the toe. Use unit weight of concrete equal to 23.5kN/m?. 3 m 4 m 8 m 3 m to W.S 12 m 14 m 3 m 3 m O O
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