SITUATION 2.1 A trapezoidal dam having a top width of 1.0m and a bottomwidth of 3.0m is 4.0m high. The depth of water on the vertical side of the dam is3.5m. Unit weight of concrete is 23.5 kN/m3. Considering hydrostatic uplift.a) Find the factor of safety against overturning.b) Find the factor against sliding if the coefficient of friction between damand the soil is 0.85.H = 4.00 metersH = 3.50 metersWater SurfaceF = 60.08KNA1.0 m. NOTES:W.Coef. of sliding friction μ = 0.85Consider 1 meter width.ConreteYc23.50 kN/m³W₂FIND:a)FS sliding = ?b) FS overturning = ?3.00 metersB

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Answered: ind the factor of safety against…

ind the factor of safety against overturning. ind the factor against sliding if the coefficient of f oil is 0.85. H= 3.50 meters Water Surface F = 60.08kN- 1.0 m. W OD NOTES: Coe Cons Conrete W₂ FI

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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