4 mEl. 18El. 15El. 143 mEl 3El. 3El. 03. kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient ofThe section of a concrete dam is shown in the figure. Concrete weights 23.5friction between the dam and foundation is 0.55. Determine the factors ohead at the heel of the dam to zero at the toe. Consider 1 m length of dam.Problem 3 - 108kNpersafety against sliding and against overturning, and also the soilheel and toe. Assume hydrostatic uplift varies uniformly from full hydrosbead at the heel of the dam to zero at the toe. Consider 1 mofpressure at thelength of dam.Ans: FSo = 2.20; FSs1.66Theel = 85.2 kPa; qtoe%3D300.2 kPa

Given above is section of concrete dam with various data given and it has been asked to determine…

Answered: 4 m El. 18 El. 14 El. 15 2 3 3 m El 3…

Engineering

Civil Engineering

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

Problem 1P

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Question

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

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