A masonry vertical, has bottom. cross-section, the dam of trapezoidal with one end face thickness of 0.6 m It is 6.75 m high and the vertical top and 3 m face is subjected to a at at the the water standing 4.6 m above the base the water pressure, 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. at Compute the following: a. Vertical reaction of the foundation b. Distance of the vertical reaction from the toe. c. Factor of safety against overturning. d. Factor of safety against sliding. Use u = 0.6 e. Maximum pressure along the base due to the forces acting on the dam. f. Minimum pressure along the base due to the forces acting on the dam.

A masonry vertical, has bottom. cross-section, the dam of trapezoidal with one end face thickness of 0.6 m It is 6.75 m high and the vertical top and 3 m face is subjected to a at at the the water standing 4.6 m above the base the water pressure, 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. at Compute the following: a. Vertical reaction of the foundation b. Distance of the vertical reaction from the toe. c. Factor of safety against overturning. d. Factor of safety against sliding. Use u = 0.6 e. Maximum pressure along the base due to the forces acting on the dam. f. Minimum pressure along the base due to the forces acting on the dam.

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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