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Details of an anchored sheet pile wall are given in Figure 3. The ties are spaced at 2m centers. The saturated unit weight of soil is 18kN/m². Characteristic soil parameters are c=0, '=30°. a) Determine the force in each tie rod for a factor of safety of 2. b) Calculate the maximum moment acting on the sheet pile and determine the design moment using Rowe Moment Reduction. Figure 3. T 6.0m 7.0m Surcharges q-10 kN/m² 1.5 m T GWT

Details of an anchored sheet pile wall are given in Figure 3. The ties are spaced at 2m centers. The saturated unit weight of soil is 18kN/m². Characteristic soil parameters are c=0, '=30°. a) Determine the force in each tie rod for a factor of safety of 2. b) Calculate the maximum moment acting on the sheet pile and determine the design moment using Rowe Moment Reduction. Figure 3. T 6.0m 7.0m Surcharges q-10 kN/m² 1.5 m T GWT

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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Details of an anchored sheet pile wall are given in Figure 3. The ties are spaced at 2m centers. The saturated unit weight of soil is 18kN/m². Characteristic soil parameters are c=0, '=30°. a) Determine the force in each tie rod for a factor of safety of 2. b) Calculate the maximum moment acting on the sheet pile and determine the design moment using Rowe Moment Reduction. Figure 3. T 6.0m 7.0m Surcharges q-10 kN/m² 1.5 m T GWT
Transcribed Image Text:Details of an anchored sheet pile wall are given in Figure 3. The ties are spaced at 2m centers. The saturated unit weight of soil is 18kN/m². Characteristic soil parameters are c=0, '=30°. a) Determine the force in each tie rod for a factor of safety of 2. b) Calculate the maximum moment acting on the sheet pile and determine the design moment using Rowe Moment Reduction. Figure 3. T 6.0m 7.0m Surcharges q-10 kN/m² 1.5 m T GWT
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