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A square footing of 2m sides rests on the surface of a homogeneous soil bed having the properties: cohesion c = 24 kPa, angle of internal friction = 25°, and unit weight 3 y =18kN/m³. Terzaghi's bearing capacity factor = 25° are Nc = 25.1, Nq = 12.7, Ny = 9.7, N'c = 14.8, N'q = 5.6 and N'q = 5.6 and N'y = 3.2. The ultimate bearing capacity of the foundation (in kPa, round off to 2 decimal places) is Your answenam

A square footing of 2m sides rests on the surface of a homogeneous soil bed having the properties: cohesion c = 24 kPa, angle of internal friction = 25°, and unit weight 3 y =18kN/m³. Terzaghi's bearing capacity factor = 25° are Nc = 25.1, Nq = 12.7, Ny = 9.7, N'c = 14.8, N'q = 5.6 and N'q = 5.6 and N'y = 3.2. The ultimate bearing capacity of the foundation (in kPa, round off to 2 decimal places) is Your answenam

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A square footing of 2m sides rests on the surface of a homogeneous soil bed having the properties: cohesion c = 24 kPa, angle of internal friction = 25°, and unit weight 3 y =18kN/m³. Terzaghi's bearing capacity factor = 25° are Nc = 25.1, Nq = 12.7, Ny = 9.7, N'c = 14.8, N'q = 5.6 and N'q = 5.6 and N'y = 3.2. The ultimate bearing capacity of the foundation (in kPa, round off to 2 decimal places) is Y Your answenim
Transcribed Image Text:A square footing of 2m sides rests on the surface of a homogeneous soil bed having the properties: cohesion c = 24 kPa, angle of internal friction = 25°, and unit weight 3 y =18kN/m³. Terzaghi's bearing capacity factor = 25° are Nc = 25.1, Nq = 12.7, Ny = 9.7, N'c = 14.8, N'q = 5.6 and N'q = 5.6 and N'y = 3.2. The ultimate bearing capacity of the foundation (in kPa, round off to 2 decimal places) is Y Your answenim
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