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Q:3 Determine Coulomb's active force, P, per unit length of the wall for the following cases. H = 15 ft, ß = 85°, n = 1, H, = 20 ft, y = 128 lb/ft, 4' = 38°, 8' = 20° Also evaluate the translational & rotational stability of wall. Cohesionless soil Unit weight= y (or density = p) e' - 0 H 8' (angle of wall friction)

Q:3 Determine Coulomb's active force, P, per unit length of the wall for the following cases. H = 15 ft, ß = 85°, n = 1, H, = 20 ft, y = 128 lb/ft, 4' = 38°, 8' = 20° Also evaluate the translational & rotational stability of wall. Cohesionless soil Unit weight= y (or density = p) e' - 0 H 8' (angle of wall friction)

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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Q:3 Determine Coulomb’s active force, P» per unit length of the wall for the following cases. H = 15 ft, ß = 85°, n = 1, H¡ = 20 ft, y = 128 lb/ft³, o' = 38°, 8' = 20° a> Also evaluate the translational & rotational stability of wall. Cohesionless soil Unit weight = y (or density = p) H c' = 0 6' (angle of wall friction)
Transcribed Image Text:Q:3 Determine Coulomb’s active force, P» per unit length of the wall for the following cases. H = 15 ft, ß = 85°, n = 1, H¡ = 20 ft, y = 128 lb/ft³, o' = 38°, 8' = 20° a> Also evaluate the translational & rotational stability of wall. Cohesionless soil Unit weight = y (or density = p) H c' = 0 6' (angle of wall friction)
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