of trapezoidalthickness of 0.6 m6.75 m high and the verticalthedamcross-section,at theАwithendfacemasonryvertical,onetop and 3 m at theis subjected tohasabottom.It isfacewater standing 4.6 mupstream side. Assume that the hydrostatic uplift varies uniformlyfrom 50% at the heel to zero at the toe. Use s = 2.4 for concrete.waterpressure,abovethebaseat theCompute the following:a. Vertical reaction of the foundationb. Distance of the vertical reaction from the toe.c. Factor of safety against overturning.d. Factor of safety against sliding. Use u = 0.6e. Maximum pressure along the base due to the forces acting on thedam.f. Minimumcessure along the base due to the forces acting on thedam.

MASONRY DAM: The dams that are made using masonry is called masonry dam. The main constituent…

dam of with trapezoidal cross-section, of 0.6 m A end face masonry vertical, one at the top and 3 m at the 6.75 m high and the vertical face is subjected to water standing 4.6 m above the base at the upstream side. Assume that the hydrostatic uplift varies uniformly from 50% at the heel to zero at the toe. Use s = 2.4 for concrete. has a thickness bottom. It is water pressure, the Compute the following: a. Vertical reaction of the foundation b. Distance of the vertical reaction from the toe. c. Factor of safety against overturning.

dam of with trapezoidal cross-section, of 0.6 m A end face masonry vertical, one at the top and 3 m at the 6.75 m high and the vertical face is subjected to water standing 4.6 m above the base at the upstream side. Assume that the hydrostatic uplift varies uniformly from 50% at the heel to zero at the toe. Use s = 2.4 for concrete. has a thickness bottom. It is water pressure, the Compute the following: a. Vertical reaction of the foundation b. Distance of the vertical reaction from the toe. 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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