pls provide full solution A footing supports a 250 mm thick concrete wallGiven:Service Axial Load = 331 kN/mConcrete, f'c = 20 MPaSteel, fy = 415 MPaWidth of Footing 2.06 mThickness of Footing 300 mmCohesion = 16.62 kPaUnit weight of soil = 16.68 kN/m³Saturated unit weight of soil = 20.24 kN/mDepth of the footing 2.10 meterDepth of GWT from the bottom of footing 0.51 meterFriction angle = 20 degreesCalculate the gross factor of safety, Use Terzhagi's bearing equation.

Given: A wall footing of width 2.06 m is resting a a depth of 2.10 m as shown below Required: To…

A footing supports a 250 mm thick concrete wall Given: Service Axial Load = 331 kN/m %3D Concrete, f'c = 20 MPa Steel, fy = 415 MPa Width of Footing = 2.06 m Thickness of Footing = 300 mm Cohesion = 16.62 kPa Unit weight of soil = 16.68 kN/m3 Saturated unit weight of soil = 20.24 kN/m Depth of the footing = 2.10 meter Depth of GWT from the bottom of footing = 0.51 meter Friction angle = 20 degrees

A footing supports a 250 mm thick concrete wall Given: Service Axial Load = 331 kN/m %3D Concrete, f'c = 20 MPa Steel, fy = 415 MPa Width of Footing = 2.06 m Thickness of Footing = 300 mm Cohesion = 16.62 kPa Unit weight of soil = 16.68 kN/m3 Saturated unit weight of soil = 20.24 kN/m Depth of the footing = 2.10 meter Depth of GWT from the bottom of footing = 0.51 meter Friction angle = 20 degrees

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Shallow Foundations-bearing Capacity

Section: Chapter Questions

Problem 16.19CTP: A 2.0 m 2.0 m square pad footing will be placed in a normally consolidated clay soil to carry a...

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