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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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