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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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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