3mW.S3106m6m10W.SSm6m6mdraln1. A section of a gravity masonry dam is shown in the figure water is flush at the top of the damupstream and 5m from the ground downstream. Assume hydrostatic uplift to vary uniformlyfrom full hydrostatic pressure from the heel to zero at the drain density of water is 1000kg/m^3.The specific gravity of concrete is 2.4. Determine:a. The location of the resultant forceb. Factor of safety against sliding if coefficient of friction is 0.75c. Factor of safety against overturningd. Stress at the heel and the toee. Unit horizontal shearing stress at the basef.Factor of safety against overturning neglecting uplift

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Answered: 3m ws 6m 10 2 6m 10 WS Sm 6m 6m drain

Engineering

Civil Engineering

3m ws 6m 10 2 6m 10 WS Sm 6m 6m drain

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

3m
W.S
3
10
6m
6m
10
W.S
Sm
6m
6m
draln
1. A section of a gravity masonry dam is shown in the figure water is flush at the top of the dam
upstream and 5m from the ground downstream. Assume hydrostatic uplift to vary uniformly
from full hydrostatic pressure from the heel to zero at the drain density of water is 1000kg/m^3.
The specific gravity of concrete is 2.4. Determine:
a. The location of the resultant force
b. Factor of safety against sliding if coefficient of friction is 0.75
c. Factor of safety against overturning
d. Stress at the heel and the toe
e. Unit horizontal shearing stress at the base
f.
Factor of safety against overturning neglecting uplift

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