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For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 40m 120-1 So 1 6. Locate where the resultant crosses the base a. 5.59 m b. 6.28 m c. 8.42 m d. 10.51 m 7. Compute the maximum compressive stress at the base a. 1390 kPa b. 1186 kPa C. 463 kPa d. 508 kPa

For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 40m 120-1 So 1 6. Locate where the resultant crosses the base a. 5.59 m b. 6.28 m c. 8.42 m d. 10.51 m 7. Compute the maximum compressive stress at the base a. 1390 kPa b. 1186 kPa C. 463 kPa d. 508 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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For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 20 m 120- 1 som 6. Locate where the resultant crosses the base a. 5.59 m b. 6.28 m c. 8.42 m d. 10.51 m 7. Compute the maximum compressive stress at the base a. 1390 kPa b. 1186 kPa c. 463 kPa d. 508 kPa
Transcribed Image Text:For a linear stress variation over the base of the dam and neglecting hydrostatic uplift. 20 m 120- 1 som 6. Locate where the resultant crosses the base a. 5.59 m b. 6.28 m c. 8.42 m d. 10.51 m 7. Compute the maximum compressive stress at the base a. 1390 kPa b. 1186 kPa c. 463 kPa d. 508 kPa
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