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H.W: For the following Gravity Dam, Y=10 KN/m³, y=24 KN/m³,q= 1400 KN/m² and μ= 0.7. a. Calculate the uplift force acting on the base of the dam. b. Check whether the section is safe against sliding. c. Check whether the section is safe against overturning. d. Determine the maximum vertical stress at the toe of the dam. e. Determine the maximum vertical stress at the heel f. Determine the Principal stress at the toe of the dam. g. Determine the Principal stress at the heel of the dam h. Determine the shear stress at the heel of the dam. Determine the shear stress at the Toe of the dam. i. эт 6m T 27m 0.75 10m 20m

H.W: For the following Gravity Dam, Y=10 KN/m³, y=24 KN/m³,q= 1400 KN/m² and μ= 0.7. a. Calculate the uplift force acting on the base of the dam. b. Check whether the section is safe against sliding. c. Check whether the section is safe against overturning. d. Determine the maximum vertical stress at the toe of the dam. e. Determine the maximum vertical stress at the heel f. Determine the Principal stress at the toe of the dam. g. Determine the Principal stress at the heel of the dam h. Determine the shear stress at the heel of the dam. Determine the shear stress at the Toe of the dam. i. эт 6m T 27m 0.75 10m 20m

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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H.W: For the following Gravity Dam, Y=10 KN/m³, y=24 KN/m³,q= 1400 KN/m² and μ= 0.7. a. Calculate the uplift force acting on the base of the dam. b. Check whether the section is safe against sliding. c. Check whether the section is safe against overturning. d. Determine the maximum vertical stress at the toe of the dam. e. Determine the maximum vertical stress at the heel f. Determine the Principal stress at the toe of the dam. g. Determine the Principal stress at the heel of the dam h. Determine the shear stress at the heel of the dam. Determine the shear stress at the Toe of the dam. i. эт 6m T 27m 0.75 10m 20m
Transcribed Image Text:H.W: For the following Gravity Dam, Y=10 KN/m³, y=24 KN/m³,q= 1400 KN/m² and μ= 0.7. a. Calculate the uplift force acting on the base of the dam. b. Check whether the section is safe against sliding. c. Check whether the section is safe against overturning. d. Determine the maximum vertical stress at the toe of the dam. e. Determine the maximum vertical stress at the heel f. Determine the Principal stress at the toe of the dam. g. Determine the Principal stress at the heel of the dam h. Determine the shear stress at the heel of the dam. Determine the shear stress at the Toe of the dam. i. эт 6m T 27m 0.75 10m 20m
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