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APPLICATION FOR THE STABILITY OF DAM STRUCTURES A dam structure with a base of 18 meters is acted by the forces as shown. The upward ground reaction varies uniformly from an intensity of W. 122 kN/m to We 178 kN/m at 8. A seepage under a dam due to this ground reaction usually occurs that contributes to the overturning failure of the dam. a) is the dam safe against overturning? (Prove by computations) b) is the dam safe against sliding? (Prove by computations) if not research on the minimal solution to prevent the dam from sliding. 7 m W= 2400 kN F= 600 kN P 1000 kN 4 m 6 m 60

APPLICATION FOR THE STABILITY OF DAM STRUCTURES A dam structure with a base of 18 meters is acted by the forces as shown. The upward ground reaction varies uniformly from an intensity of W. 122 kN/m to We 178 kN/m at 8. A seepage under a dam due to this ground reaction usually occurs that contributes to the overturning failure of the dam. a) is the dam safe against overturning? (Prove by computations) b) is the dam safe against sliding? (Prove by computations) if not research on the minimal solution to prevent the dam from sliding. 7 m W= 2400 kN F= 600 kN P 1000 kN 4 m 6 m 60

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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APPLICATION FOR THE STABILITY OF DAM STRUCTURES A dam structure with a base of 18 meters is acted by the forces as shown. The upward ground reaction varies uniformly from an intensity of W 122 kN/m to W. 178 kN/m at 8. A seepage under a dam due to this ground reaction usually occurs that contributes to the overturning failure of the dam. a.) is the dam safe against overturning? (Prove by computations) b) is the dam safe against sliding? (Prove by computations) if not research on the minimal solution to prevent the dam from sliding 7 m P = 1000 kN W = 2400 kN F=600 kN 4 m 6 m 60
Transcribed Image Text:APPLICATION FOR THE STABILITY OF DAM STRUCTURES A dam structure with a base of 18 meters is acted by the forces as shown. The upward ground reaction varies uniformly from an intensity of W 122 kN/m to W. 178 kN/m at 8. A seepage under a dam due to this ground reaction usually occurs that contributes to the overturning failure of the dam. a.) is the dam safe against overturning? (Prove by computations) b) is the dam safe against sliding? (Prove by computations) if not research on the minimal solution to prevent the dam from sliding 7 m P = 1000 kN W = 2400 kN F=600 kN 4 m 6 m 60
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