Using the general bearing capacity equation, compute the ultimate load (in kN) that a 2.53 x 4.66 meter footing can carry on soil for which c = 20.79 kN/m², p=27°, Ysoil = 16.04KN/m³, ysub = 10.68 kN/m³. The depth of the foundation is 2.04m and

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter4: Shallow Foundations: Ultimate Bearing Capacity
Section: Chapter Questions
Problem 4.2P: A square column foundation has to carry a gross allowable load of 1805 kN (FS = 3). Given: Df = 1.5...
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Using the general bearing capacity equation, compute the ultimate load (in kN) that
a 2.53 x 4.66 meter footing can carry on soil for which c = 20.79 kN/m², p=27°,
Ysoil = 16.04KN/m³, ysub = 10.68 kN/m³. The depth of the foundation is 2.04m and
the water table is at a depth of 0.59m below ground level (GL). Assume that the
load is inclined 7.27° with respect to vertical. Use factor of safety of 3.61
%3D
Transcribed Image Text:Using the general bearing capacity equation, compute the ultimate load (in kN) that a 2.53 x 4.66 meter footing can carry on soil for which c = 20.79 kN/m², p=27°, Ysoil = 16.04KN/m³, ysub = 10.68 kN/m³. The depth of the foundation is 2.04m and the water table is at a depth of 0.59m below ground level (GL). Assume that the load is inclined 7.27° with respect to vertical. Use factor of safety of 3.61 %3D
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