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1. The figure shows a weir, the base of which is 6m below the ground. The necessary flow net has also been drawn assuming K, = K, = K. K = 0.005 m/sec. Compute the following: a. rate of seepage through the foundation in liters/sec. b. uplift pressure at "f. uplift force per unit length measured along the axis of the weir. C. 2. For the stressed soil element shown: a. Compute the major principal stress b. Compute the minor principal stress c. Compute the normal stress on plane DE O150 P

1. The figure shows a weir, the base of which is 6m below the ground. The necessary flow net has also been drawn assuming K, = K, = K. K = 0.005 m/sec. Compute the following: a. rate of seepage through the foundation in liters/sec. b. uplift pressure at "f. uplift force per unit length measured along the axis of the weir. C. 2. For the stressed soil element shown: a. Compute the major principal stress b. Compute the minor principal stress c. Compute the normal stress on plane DE O150 P

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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PART III. PROBLEM SOLVING 1. The figure shows a weir, the base of which is 6m below the ground. The necessary flow net has also been drawn assuming K, = K, = K. K = 0.005 m/sec. Compute the following: a. rate of seepage through the foundation in liters/sec. b. uplift pressure at "f. weir uplift force per unit length measured along the axis of the weir. c. 2. For the stressed soil element shown: a. Compute the major principal stress b. Compute the minor principal stress c. Compute the normal stress on plane DE O150 kPa 10 Ty50 LPa
Transcribed Image Text:PART III. PROBLEM SOLVING 1. The figure shows a weir, the base of which is 6m below the ground. The necessary flow net has also been drawn assuming K, = K, = K. K = 0.005 m/sec. Compute the following: a. rate of seepage through the foundation in liters/sec. b. uplift pressure at "f. weir uplift force per unit length measured along the axis of the weir. c. 2. For the stressed soil element shown: a. Compute the major principal stress b. Compute the minor principal stress c. Compute the normal stress on plane DE O150 kPa 10 Ty50 LPa
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