Ans: FSo = 2.20; FSs = 1.66 kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of friction between the dam and foundation is 0.55. Determine the factors 0 head at the heel of the dam to zero at the toe. Consider 1 m length of dam. The section of a concrete dam is shown in the figure. Concrete weights 4 safety against sliding and against overturning, and also the soil pressure at the heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic 23.5 of %3D 9heel = 85.2 kPa; qtoe 300.2 kPa 4 m El. 18 El. 15 El, 14 3 m El. 3 El. 3 El. Ó 3.

Ans: FSo = 2.20; FSs = 1.66 kN per cubic meter and water weighs 9,790 N per cubic meter. Coefficient of friction between the dam and foundation is 0.55. Determine the factors 0 head at the heel of the dam to zero at the toe. Consider 1 m length of dam. The section of a concrete dam is shown in the figure. Concrete weights 4 safety against sliding and against overturning, and also the soil pressure at the heel and toe. Assume hydrostatic uplift varies uniformly from full hydrostatic 23.5 of %3D 9heel = 85.2 kPa; qtoe 300.2 kPa 4 m El. 18 El. 15 El, 14 3 m El. 3 El. 3 El. Ó 3.

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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