4 m El. 18 El. 14 El. 15 2 3 3 m El 3 El. 3 El. 0

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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4 m
El. 18
El. 15
El. 14
3 m
El 3
El. 3
El. 0
3.
Transcribed Image Text:4 m El. 18 El. 15 El. 14 3 m El 3 El. 3 El. 0 3.
kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of
The section of a concrete dam is shown in the figure. Concrete weights 23.5
friction between the dam and foundation is 0.55. Determine the factors o
head at the heel of the dam to zero at the toe. Consider 1 m length of dam.
Problem 3 - 108
kN
per
safety against sliding and against overturning, and also the soil
heel and toe. Assume hydrostatic uplift varies uniformly from full hydros
bead at the heel of the dam to zero at the toe. Consider 1 m
of
pressure at the
length of dam.
Ans: FSo = 2.20; FSs
1.66
Theel = 85.2 kPa; qtoe
%3D
300.2 kPa
Transcribed Image Text:kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of The section of a concrete dam is shown in the figure. Concrete weights 23.5 friction between the dam and foundation is 0.55. Determine the factors o head at the heel of the dam to zero at the toe. Consider 1 m length of dam. Problem 3 - 108 kN per safety against sliding and against overturning, and also the soil heel and toe. Assume hydrostatic uplift varies uniformly from full hydros bead at the heel of the dam to zero at the toe. Consider 1 m of pressure at the length of dam. Ans: FSo = 2.20; FSs 1.66 Theel = 85.2 kPa; qtoe %3D 300.2 kPa
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