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A flexible shallow foundation 1.5 m * 2 m is shown in figure, Calculate elastic settlement at the corner of the foundation. 1 m Ao 250 kN/An2 E, (kN/m²) 1.5 m x 2 m 7000 4 - 0.23 11000 - A, - 0.3 8000 0.4 Rock

A flexible shallow foundation 1.5 m * 2 m is shown in figure, Calculate elastic settlement at the corner of the foundation. 1 m Ao 250 kN/An2 E, (kN/m²) 1.5 m x 2 m 7000 4 - 0.23 11000 - A, - 0.3 8000 0.4 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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Subject: ( Geotechnical and foundation engineering )
Question 02 A flexible shallow foundation 1.5 m * 2 m is shown in figure, Calculate elastic settlement at the corner of the foundation. Ao = 250 kNhn² E, (kN/m²) 1.5 m × 2 m 7000 4- 0.23 2 +11000 4- 0.3 3 8000 4- 0.4
Transcribed Image Text:Question 02 A flexible shallow foundation 1.5 m * 2 m is shown in figure, Calculate elastic settlement at the corner of the foundation. Ao = 250 kNhn² E, (kN/m²) 1.5 m × 2 m 7000 4- 0.23 2 +11000 4- 0.3 3 8000 4- 0.4
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