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
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Chapter2: Loads On Structures
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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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