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Situation 12: A masonry dam of triangular cross-section, with one end face vertical, has a base of 3 m. It is 6.75 m high and the vertical face is subjected to water pressure. Determine the height of water that could rise on the vertical side of the dam so that the vertical reaction is at 1/3 of the distance from the toe to the heel. Neglect hydrostatic uplift a. b. 5.26 m 6.11 m 5.41m c. d. 6.50 m What is the shearing stress at the base? a. 35.9 kPa b. 56.1 kPa C. 45.3 kPa d. 67.1 kPa What is the pressure at the toe? a. 214.05 kPa b. 171.20 kPa 240.69 kPa C. d. 158.9 kPa

Situation 12: A masonry dam of triangular cross-section, with one end face vertical, has a base of 3 m. It is 6.75 m high and the vertical face is subjected to water pressure. Determine the height of water that could rise on the vertical side of the dam so that the vertical reaction is at 1/3 of the distance from the toe to the heel. Neglect hydrostatic uplift a. b. 5.26 m 6.11 m 5.41m c. d. 6.50 m What is the shearing stress at the base? a. 35.9 kPa b. 56.1 kPa C. 45.3 kPa d. 67.1 kPa What is the pressure at the toe? a. 214.05 kPa b. 171.20 kPa 240.69 kPa C. d. 158.9 kPa

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 12: A masonry dam of triangular cross-section, with one end face vertical, has a base of 3 m. It is 6.75 m high and the vertical face is subjected to water pressure. Determine the height of water that could rise on the vertical side of the dam so that the vertical reaction is at 1/3 of the distance from the toe to the heel. Neglect hydrostatic uplift a 5.26 m 6.11 m c. 5.41m d. 6.50m What is the shearing stress at the base? a. 35.9 kPa b. 56.1 kPa 45.3 kPa d. 67.1 kPa What is the pressure at the toe? a. 214.05 kPa b. 171.20 kPa c. 240.69 kPa d. 158.9 kPa
Transcribed Image Text:Situation 12: A masonry dam of triangular cross-section, with one end face vertical, has a base of 3 m. It is 6.75 m high and the vertical face is subjected to water pressure. Determine the height of water that could rise on the vertical side of the dam so that the vertical reaction is at 1/3 of the distance from the toe to the heel. Neglect hydrostatic uplift a 5.26 m 6.11 m c. 5.41m d. 6.50m What is the shearing stress at the base? a. 35.9 kPa b. 56.1 kPa 45.3 kPa d. 67.1 kPa What is the pressure at the toe? a. 214.05 kPa b. 171.20 kPa c. 240.69 kPa d. 158.9 kPa
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