Answered: 60 kips 3 ft. Compute the size of the…

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Mat Foundations

Section: Chapter Questions

Problem 10.1P: Refer to the rectangular combined footing in Figure 10.1, with Q1 = 100 kip and Q2 = 150 kip. The...

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A square foundation is shown in the figure. The footing will carry a gross load of 60 kips. The following factors are to be used; Nc = 57.75 , Nq = 41.44 , Ny = 45.41 , factor of safety = 3 Unit weight of soil = 110 pcf c=0 Angle phi = 35 degrees Use qu = 1.3cNc + qNq + 0.40¥BNy A. Calculate the size of the square footing. B. Compute the net allowable soil bearing capacity of the soil C. Calculate the gross allowable soil bearing capacity of the soil.

60 kips
3 ft.
) Compute the size of the square footing
-) Compute the net allowable soil bear
сарacity.
) Compute the gross allowable soil bear
сарacity.

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