A masonry dam has given cross section shown. The intensity of the hydrostatic uplift varies uniformly from 20% of the full hydrostatic at the heel to zero at the toe. Unit Weight of concrete is 23.5kN/m3. Find the total vertical reaction at the bottom of the dam. Find the factor of safety against sliding if the coefficient of friction at the base is 0.80. Find the factor of safety against overturning. 1. 2. 3.

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

A masonry dam has given cross section
shown. The intensity of the hydrostatic uplift
varies uniformly from 20%) of the full
hydrostatic at the heel to zero at the toe.
Unit Weight of concrete is 23.5kN/m3.
1.
Find the total vertical reaction at the
bottom of the dam.
Find the factor of safety against sliding if
the coefficient of friction at the base is
0.80.
2.
Find the factor of safety against
overturning.
3.
Transcribed Image Text:A masonry dam has given cross section shown. The intensity of the hydrostatic uplift varies uniformly from 20%) of the full hydrostatic at the heel to zero at the toe. Unit Weight of concrete is 23.5kN/m3. 1. Find the total vertical reaction at the bottom of the dam. Find the factor of safety against sliding if the coefficient of friction at the base is 0.80. 2. Find the factor of safety against overturning. 3.
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