Q:3 Determine Coulomb’s active force, P» perunit 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 & rotationalstability of wall.Cohesionless soilUnit weight = y (or density = p) Hc' = 06' (angle of wall friction)

Given: γ=128lb/ft3∅=38°n=1'Angle of wall friction (δ)=20°Wall surface angle(β) =85°H=15ftH1=20ftc'=0…

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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