For a certain soil, the cohesion is 50 kPa; the unit weight is 19.2 kN/m^3. Assuming local shear failure: (Nc = 7.5, Nq = 1.80, Ny = 0.48) for local shear failure (Nc = 9, Ng 2.50, Ny = 1.20) for general shear failure. Calculate the net ultimate bearing capacity for a strip footing of width 1.25 m and depth of 4.5 m %3D %3D %3D %3D 411 530 325 444
For a certain soil, the cohesion is 50 kPa; the unit weight is 19.2 kN/m^3. Assuming local shear failure: (Nc = 7.5, Nq = 1.80, Ny = 0.48) for local shear failure (Nc = 9, Ng 2.50, Ny = 1.20) for general shear failure. Calculate the net ultimate bearing capacity for a strip footing of width 1.25 m and depth of 4.5 m %3D %3D %3D %3D 411 530 325 444
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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B1
![For a certain soil, the cohesion is 50 kPa; the unit weight is 19.2 kN/m^3. Assuming local shear
failure: (Nc = 7.5, Nq = 1.80, Ny = 0.48) for local shear failure (Nc = 9, Nq 2.50, Ny = 1.20) for
general shear failure. Calculate the net ultimate bearing capacity for a strip footing of width
%3D
%3D
1.25 m and depth of 4.5 m
411
530
325
444](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F184b997e-8baa-4e32-ae5d-b3011949169f%2Fcfaa420c-4d9c-42c9-b78a-199dbecb99d8%2F13jv13s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:For a certain soil, the cohesion is 50 kPa; the unit weight is 19.2 kN/m^3. Assuming local shear
failure: (Nc = 7.5, Nq = 1.80, Ny = 0.48) for local shear failure (Nc = 9, Nq 2.50, Ny = 1.20) for
general shear failure. Calculate the net ultimate bearing capacity for a strip footing of width
%3D
%3D
1.25 m and depth of 4.5 m
411
530
325
444
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