B1 For a certain soil, the cohesion is 50 kPa; the unit weight is 19.2 kN/m^3. Assuming local shearfailure: (Nc = 7.5, Nq = 1.80, Ny = 0.48) for local shear failure (Nc = 9, Nq 2.50, Ny = 1.20) forgeneral shear failure. Calculate the net ultimate bearing capacity for a strip footing of width%3D%3D1.25 m and depth of 4.5 m411530325444

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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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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