The specifications call for maximum allowable settlement of 25mm. Using the classical method calculate the settlement of the continuous footing shown in the figure and determine if the specification for settlement is satisfied 2.5 m 3.5 m 500 mm PD = 40 kN/m PL = 25 kN/m 1200 mm Silty Clay Ce/(1+e) = 0.13 Cr1+e)=0.04 Om=300 kPa Y= 18.0 kN/m³ Silty Clay Ce/(1+e) = 0.13 Cr/(1+e) = 0.04 Om = 10 kPa Y = 17.8 kN/m3 Clay C/(1+e) = 0.15 Cr/(1+e) = 0.05 0=400 kPa Y = 19.0 kN/m3 500 mm 1.0 m 1.0 m 1.5 m 2.0 m 3.0 m

The specifications call for maximum allowable settlement of 25mm. Using the classical method calculate the settlement of the continuous footing shown in the figure and determine if the specification for settlement is satisfied 2.5 m 3.5 m 500 mm PD = 40 kN/m PL = 25 kN/m 1200 mm Silty Clay Ce/(1+e) = 0.13 Cr1+e)=0.04 Om=300 kPa Y= 18.0 kN/m³ Silty Clay Ce/(1+e) = 0.13 Cr/(1+e) = 0.04 Om = 10 kPa Y = 17.8 kN/m3 Clay C/(1+e) = 0.15 Cr/(1+e) = 0.05 0=400 kPa Y = 19.0 kN/m3 500 mm 1.0 m 1.0 m 1.5 m 2.0 m 3.0 m

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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