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Based on the data given. a.) Is the dam safe against overtur

Based on the data given. a.) Is the dam safe against overtur

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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Based on the data given. a.) Is the dam safe against overturning? b.) Is the dam safe against sliding?
brus Liver arm Momunks @ Toe clockwire iAntictorkurie Harizonlāl |Vertical 1800 6 GOOD 26400 4(0530 1800 GOosin 30 4sin 30 600 H -480-38 U- 2700 2e, 800 Mo- Go00 Facken of safely against Seiding - 0:3(2700) %3D 480.38 = 1686 Failor of Sagey againt overtusring Mo 28, 800 6000 =4.8
Transcribed Image Text:brus Liver arm Momunks @ Toe clockwire iAntictorkurie Harizonlāl |Vertical 1800 6 GOOD 26400 4(0530 1800 GOosin 30 4sin 30 600 H -480-38 U- 2700 2e, 800 Mo- Go00 Facken of safely against Seiding - 0:3(2700) %3D 480.38 = 1686 Failor of Sagey againt overtusring Mo 28, 800 6000 =4.8
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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