For general c-o soil, cohesion c is 50 kPa, the total unit weight y, is 20 kN/m3 and the bearing capacity factors are N= 8 and N. = 3 and N, = 2. Using Terzaghi's formula. Calculate the net ultimate bearing capacity for a strip footing of width B=2m at depthz = 1 m. Considering shear failure only, estimate the safe total load on a footing 10m long by 2m %3D %3D b. wide strip footing using a factor of safety of 3.

For general c-o soil, cohesion c is 50 kPa, the total unit weight y, is 20 kN/m3 and the bearing capacity factors are N= 8 and N. = 3 and N, = 2. Using Terzaghi's formula. Calculate the net ultimate bearing capacity for a strip footing of width B=2m at depthz = 1 m. Considering shear failure only, estimate the safe total load on a footing 10m long by 2m %3D %3D b. wide strip footing using a factor of safety of 3.

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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