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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

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
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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SITUATION 2.1 A trapezoidal dam having a top width of 1.0m and a bottom width of 3.0m is 4.0m high. The depth of water on the vertical side of the dam is 3.5m. 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 dam and the soil is 0.85. H = 4.00 meters H = 3.50 meters Water Surface F = 60.08KN A 1.0 m. NOTES: W. Coef. of sliding friction μ = 0.85 Consider 1 meter width. Conrete Yc23.50 kN/m³ W₂ FIND: a) FS sliding = ? b) FS overturning = ? 3.00 meters B
Transcribed Image Text:SITUATION 2.1 A trapezoidal dam having a top width of 1.0m and a bottom width of 3.0m is 4.0m high. The depth of water on the vertical side of the dam is 3.5m. 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 dam and the soil is 0.85. H = 4.00 meters H = 3.50 meters Water Surface F = 60.08KN A 1.0 m. NOTES: W. Coef. of sliding friction μ = 0.85 Consider 1 meter width. Conrete Yc23.50 kN/m³ W₂ FIND: a) FS sliding = ? b) FS overturning = ? 3.00 meters B
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