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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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