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600 kN A vertical column load, P=600 kN, is applied to a rigid concrete foundation with dimensions B=lm and L=2m, as shown. The foundation rests at a depth Df=0.75m on a uniform dense sand with the following properties: elastic modulus of elasticity, E=20,600 kN/m2, and Poisson's ratio, us=0.3. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Foundation BxL Δσ 0.75 m Soil Hs =0.3 E, = 20, 600 kN/m² 5.0 m Rock

600 kN A vertical column load, P=600 kN, is applied to a rigid concrete foundation with dimensions B=lm and L=2m, as shown. The foundation rests at a depth Df=0.75m on a uniform dense sand with the following properties: elastic modulus of elasticity, E=20,600 kN/m2, and Poisson's ratio, us=0.3. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Foundation BxL Δσ 0.75 m Soil Hs =0.3 E, = 20, 600 kN/m² 5.0 m Rock

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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600 kN A vertical column load, P=600 kN, is applied to a rigid concrete foundation with dimensions B=lm_and L=2m, as shown. The foundation rests at a depth Df=0.75m on a uniform dense sand with the following properties: elastic modulus of elasticity, E=20,600 kN/m2, and Poisson's ratio, us=0.3. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Foundation BxL 0.75 m Soil Hs = 0.3 E, = 20, 600 kN/m² 5.0 m Rock
Transcribed Image Text:600 kN A vertical column load, P=600 kN, is applied to a rigid concrete foundation with dimensions B=lm_and L=2m, as shown. The foundation rests at a depth Df=0.75m on a uniform dense sand with the following properties: elastic modulus of elasticity, E=20,600 kN/m2, and Poisson's ratio, us=0.3. Estimate the elastic settlement due to the net applied pressure, Ao, on the foundation. Foundation BxL 0.75 m Soil Hs = 0.3 E, = 20, 600 kN/m² 5.0 m Rock
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