The cross-section of low gravity dam is shown below. Assuming the reservoir to be full, determine; (a) Normal Stress, Principle Stress, and Shear Stress at the toe, (b) Factor of Safety against sliding, and (c) Shear Friction Factor at Level A-B. Full uplift pressure is to be accounted to the USBR recommendations. Neglect earthquake pressure, wave pressure, and silt pressure.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Course: CE-402: Irrigation Engineering

The cross-section of low gravity dam is shown below. Assuming the reservoir to be full, determine;
(a) Normal Stress, Principle Stress, and Shear Stress at the toe,
(b) Factor of Safety against sliding, and
(c) Shear Friction Factor at Level A-B.
Full uplift pressure is to be accounted to the USBR recommendations. Neglect earthquake pressure,
wave pressure, and silt pressure.
Transcribed Image Text:The cross-section of low gravity dam is shown below. Assuming the reservoir to be full, determine; (a) Normal Stress, Principle Stress, and Shear Stress at the toe, (b) Factor of Safety against sliding, and (c) Shear Friction Factor at Level A-B. Full uplift pressure is to be accounted to the USBR recommendations. Neglect earthquake pressure, wave pressure, and silt pressure.
10 m
30 m
Line of
drain holes
40 m
A
46 m
8 m
Figure: Low Gravity Dam
Transcribed Image Text:10 m 30 m Line of drain holes 40 m A 46 m 8 m Figure: Low Gravity Dam
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