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For the design of a shallow foundation, given the following: Soil: d' = 20° c' = 72 kN/m? Unit weight, y = 17 kN/m Modulus of elasticity, E, = 1400 kN/m² Poisson's ratio, H, = 0.35 Foundation: L = 2 m B = 1 m D, = 1 m Calculate the ultimate bearing capacity. Use Eq. (6.42). qu = c'N,FFeaFce+ qN„FqFqaFqc + ¿yBN,F„Fy«Fye

For the design of a shallow foundation, given the following: Soil: d' = 20° c' = 72 kN/m? Unit weight, y = 17 kN/m Modulus of elasticity, E, = 1400 kN/m² Poisson's ratio, H, = 0.35 Foundation: L = 2 m B = 1 m D, = 1 m Calculate the ultimate bearing capacity. Use Eq. (6.42). qu = c'N,FFeaFce+ qN„FqFqaFqc + ¿yBN,F„Fy«Fye

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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For the design of a shallow foundation, given the following: Soil: d' = 20° c' = 72 kN/m? Unit weight, y = 17 kN/m Modulus of elasticity, E, = 1400 kN/m² Poisson's ratio, H, = 0.35 Foundation: L = 2 m B = 1 m D, = 1 m Calculate the ultimate bearing capacity. Use Eq. (6.42). qu = c'N,FFeaFce+ qN„FqFqaFqc + ¿yBN,F„Fy«Fye
Transcribed Image Text:For the design of a shallow foundation, given the following: Soil: d' = 20° c' = 72 kN/m? Unit weight, y = 17 kN/m Modulus of elasticity, E, = 1400 kN/m² Poisson's ratio, H, = 0.35 Foundation: L = 2 m B = 1 m D, = 1 m Calculate the ultimate bearing capacity. Use Eq. (6.42). qu = c'N,FFeaFce+ qN„FqFqaFqc + ¿yBN,F„Fy«Fye
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