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
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcc85d37c-f614-44f8-9404-5b545f926c40%2F63e92102-5a60-4d52-8a87-73c62237602e%2F555eoh_processed.jpeg&w=3840&q=75)
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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