SITUATION: In accordance with Boussinesq theory, the vertical stress at a point below the center of flexible circular area in a semi-infinite homogeneous isotropic soil mass due to uniform load is given by the expression: P= q(1-) Where N= (1+(R/z)?)a2 R= radius of circular area z = depth of interest at which stress is induced q = intensity of pressure on the circular area (load per unit area at the base of the footing) %3D %3D Evaluate the bearing pressure, in kPa, exerted by the footing onto the supporting soil by a 4m diameter circular footing that is transmitting a concentrated load of 2000 kN. 159.15 O 112.58 O 129.74 140.65

SITUATION: In accordance with Boussinesq theory, the vertical stress at a point below the center of flexible circular area in a semi-infinite homogeneous isotropic soil mass due to uniform load is given by the expression: P= q(1-) Where N= (1+(R/z)?)a2 R= radius of circular area z = depth of interest at which stress is induced q = intensity of pressure on the circular area (load per unit area at the base of the footing) %3D %3D Evaluate the bearing pressure, in kPa, exerted by the footing onto the supporting soil by a 4m diameter circular footing that is transmitting a concentrated load of 2000 kN. 159.15 O 112.58 O 129.74 140.65

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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