3. For the foundation shown in the figure, estimate the elastic settlement of the foundation using the strain influence factor method 15 years after construction. |150kcips 10x 10' po 5' sand

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Civil Engineering
3.
For the foundation shown in the figure, estimate the elastic settlement of the
foundation using the strain influence factor method 15 years after construction.
o1=又
pcf
10 x 10`
5 sand
E=750 psi
Y=l1opef
7.5 sand
E-1200psi
Y=120 pcf
Sand
E=1400psi
Jalls pcf
Transcribed Image Text:Civil Engineering 3. For the foundation shown in the figure, estimate the elastic settlement of the foundation using the strain influence factor method 15 years after construction. o1=又 pcf 10 x 10` 5 sand E=750 psi Y=l1opef 7.5 sand E-1200psi Y=120 pcf Sand E=1400psi Jalls pcf
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