no need to solve, just prove me if it is safe from overturning and sliding

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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no need to solve, just prove me if it is safe from overturning and sliding
Stability of Dam Structures Application
The forces acting on a dam structure with a base of 18 meters are depicted in
the diagram. It is observed that the intensity of the upward ground reaction
varies uniformly from an intensity of WA=122 kN/m at A to an intensity of WB
= 178 kN/m at B. It is common for seepage under a dam to occur as a result of
this ground reaction, which contributes to the overturning failure of the dam.
W = 2400 kN
F = 600 kN
P = 1000 kN
4 m
6 m
60°
WA
a.) Is the dam safe from being thrown overboard? (This can be
demonstrated through computations.)
b.) Is the dam secure against the possibility of sliding? If this is not the
case, investigate the simplest solution to keep the dam from sliding.
(Prove this with computations.)
Transcribed Image Text:Stability of Dam Structures Application The forces acting on a dam structure with a base of 18 meters are depicted in the diagram. It is observed that the intensity of the upward ground reaction varies uniformly from an intensity of WA=122 kN/m at A to an intensity of WB = 178 kN/m at B. It is common for seepage under a dam to occur as a result of this ground reaction, which contributes to the overturning failure of the dam. W = 2400 kN F = 600 kN P = 1000 kN 4 m 6 m 60° WA a.) Is the dam safe from being thrown overboard? (This can be demonstrated through computations.) b.) Is the dam secure against the possibility of sliding? If this is not the case, investigate the simplest solution to keep the dam from sliding. (Prove this with computations.)
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