A masonry damwith one end face vertical, has a base 3.3 m and 7.2 mhigh. The vertical face is subjected to water pressure,the(s2.4) triangular incross section,water standing 4.5Neglect hydrostatic uplift. Compute the following:abovethe base ofthedam.a. The vertical reaction of the foundation.b. Distance of the vertical reaction from the heel.c. Factor of safety against overturning.

Factor of safety is calculated on the basis of resisting moment and overturning moment.

= 2.4) triangular in A masonry dam with one end face vertical, has a base 3.3 m and 7.2 m high. The vertical face is subjected to water pressure, (s cross section, water standing 4.5 m Neglect hydrostatic uplift. Compute the following: the above the base of the dam. a. The vertical reaction of the foundation. b. Distance of the vertical reaction from the heel. c. Factor of safety against overturning.

= 2.4) triangular in A masonry dam with one end face vertical, has a base 3.3 m and 7.2 m high. The vertical face is subjected to water pressure, (s cross section, water standing 4.5 m Neglect hydrostatic uplift. Compute the following: the above the base of the dam. a. The vertical reaction of the foundation. b. Distance of the vertical reaction from the heel. c. Factor of safety against overturning.

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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