2. A continuous footing is shown in the figure. Use the Terzaghi's bearing capacity equation with the given values: y = 155 pcf, c = 615 psf, = 28°, Df= 1.8 ft, B = 2.3 ft, and F.S. = 3 qu= CNc+yDfNq + 0.50yBNy a. Determine the gross allowable load per unit area that the footing can carry, in kN/m². b. Determine the net allowable bearing capacity with bearing capacity with a factor of safety of 3, in psf then covert it to kPa. Determine the gross allowable bearing capacity with a factor of safety of 3 with respect to shear failure, in kPa. C.

2. A continuous footing is shown in the figure. Use the Terzaghi's bearing capacity equation with the given values: y = 155 pcf, c = 615 psf, = 28°, Df= 1.8 ft, B = 2.3 ft, and F.S. = 3 qu= CNc+yDfNq + 0.50yBNy a. Determine the gross allowable load per unit area that the footing can carry, in kN/m². b. Determine the net allowable bearing capacity with bearing capacity with a factor of safety of 3, in psf then covert it to kPa. Determine the gross allowable bearing capacity with a factor of safety of 3 with respect to shear failure, in kPa. C.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.2P: Refer to Problem 16.1. If a square footing with dimension 2 m 2 m is used instead of the wall...

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