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A rectangular footing of 4mx 3 m is founded at a depth of 2m below the ground surface in a (C-4) soil having a cohesion c = 32 kN/m² and angele of shearing resistance t TT

A rectangular footing of 4mx 3 m is founded at a depth of 2m below the ground surface in a (C-4) soil having a cohesion c = 32 kN/m² and angele of shearing resistance t TT

Structural Analysis
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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A rectangular footing of 4m x 3m is founded at a depth of 2m below the ground surface in a (C-4) soil having a cohesion c = 32 kN/m² and angele of shearing resistance, $=25: The water table is at a depth of 6m below ground level. The unit weight of soil above the water table in 17 kN/m² Determine - (Uning Meyerhof's Bearing capacity Factors) (1) The ultimate bearing capacity of the soil, (i) The net bearing capacity (i) The net allowable beating pressure
Transcribed Image Text:A rectangular footing of 4m x 3m is founded at a depth of 2m below the ground surface in a (C-4) soil having a cohesion c = 32 kN/m² and angele of shearing resistance, $=25: The water table is at a depth of 6m below ground level. The unit weight of soil above the water table in 17 kN/m² Determine - (Uning Meyerhof's Bearing capacity Factors) (1) The ultimate bearing capacity of the soil, (i) The net bearing capacity (i) The net allowable beating pressure
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