Determine the allowable bearing capacity of a circular footing (diameter = 1.25 m) by the Terzaghi equation assuming local shear failure an actor of safety of 2.5. A soil has a friction angle of 30o and cohesion of 20 kPa. The water table is located at the base of foundation. The un veight is 20 kN/m3 below water table (WT) and 16 kN/m3 above WT. The Unit weight of water is 10 kN/m3. The depth of footing is 1.50 m elect one: DA 282.0 B. 382.0 OC431.0 OD. 631.0 DE 582.0

Determine the allowable bearing capacity of a circular footing (diameter = 1.25 m) by the Terzaghi equation assuming local shear failure an actor of safety of 2.5. A soil has a friction angle of 30o and cohesion of 20 kPa. The water table is located at the base of foundation. The un veight is 20 kN/m3 below water table (WT) and 16 kN/m3 above WT. The Unit weight of water is 10 kN/m3. The depth of footing is 1.50 m elect one: DA 282.0 B. 382.0 OC431.0 OD. 631.0 DE 582.0

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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