15.12 Determine the embedment depth, d, and maximum bending moment for the cantilever sheet pile wall shown in Figure P15.12. Use the factored strength method (FSM) with F, = 1.25. Coarse-grained soil 1m - 29°, y = 17 kN/m³, S = 0.9 8 = 0° (water) 1.5 m FIGURE P15.12

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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15.12 Determine the embedment depth, d, and maximum
bending moment for the cantilever sheet pile wall
shown in Figure P15.12. Use the factored strength
method (FSM) with F = 1.25.
1.
Coarse-grained soil
= 29°, y = 17 kN/m³, s = 0.9
1 m
(water)
1.5 m
FIGURE P15.12
Transcribed Image Text:15.12 Determine the embedment depth, d, and maximum bending moment for the cantilever sheet pile wall shown in Figure P15.12. Use the factored strength method (FSM) with F = 1.25. 1. Coarse-grained soil = 29°, y = 17 kN/m³, s = 0.9 1 m (water) 1.5 m FIGURE P15.12
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