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A rigid shallow foundation 4 m 2m. Calculate the elastic settlement at the center of the foundation. Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df=D1 m. The depth between the bottom of the base of the foundation and the bed rock H-6 m. If poisson's ration is 0.25. Use depth factor (If)=0.8 The value of shape factor is (Is)? Calculate the elastic FLEXIBLE settlement at the corner of the foundation in (mm)? Calculate the elastic RIGID settement atthe.comer of the foundation in (mm12

A rigid shallow foundation 4 m 2m. Calculate the elastic settlement at the center of the foundation. Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df=D1 m. The depth between the bottom of the base of the foundation and the bed rock H-6 m. If poisson's ration is 0.25. Use depth factor (If)=0.8 The value of shape factor is (Is)? Calculate the elastic FLEXIBLE settlement at the corner of the foundation in (mm)? Calculate the elastic RIGID settement atthe.comer of the foundation in (mm12

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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Geotechnical Engineering
A rigid shallow foundation 4m 2 m. Calculate the elastic settlement at the center of the foundation. Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df=D1 m. The depth between the bottom of the base of the foundation and the bed rock H-6 m. If poisson's ration is 0.25. Use depth factor (If)=0.8 The value of shape factor is (Is)? Calculatethe elastic FLEXIBLEsettlement at the corner of the foundation in (mm)? calculate the elastic RIGID settlementatthe.comer.of the foundation in (om? 1:33 F EN 6/6/20
Transcribed Image Text:A rigid shallow foundation 4m 2 m. Calculate the elastic settlement at the center of the foundation. Knowing that Es is 10000 kN/m2. The load of the column is 950 kN. The depth of foundation Df=D1 m. The depth between the bottom of the base of the foundation and the bed rock H-6 m. If poisson's ration is 0.25. Use depth factor (If)=0.8 The value of shape factor is (Is)? Calculatethe elastic FLEXIBLEsettlement at the corner of the foundation in (mm)? calculate the elastic RIGID settlementatthe.comer.of the foundation in (om? 1:33 F EN 6/6/20
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