The 2 m x 4 m rectangular foundation is built 1.15 m below the ground surface and carries a total load, Q of 345 KPa (including column load, weight of concrete, and weight of backfill soil. The surrounding soil deposit has a unit weight of 20.68 kN/m³. Required Determine the total vertical pressure at a depth of 10 m below Point A. Provide answer in kN/m², to the nearest 100th. Your Answer:
The 2 m x 4 m rectangular foundation is built 1.15 m below the ground surface and carries a total load, Q of 345 KPa (including column load, weight of concrete, and weight of backfill soil. The surrounding soil deposit has a unit weight of 20.68 kN/m³. Required Determine the total vertical pressure at a depth of 10 m below Point A. Provide answer in kN/m², to the nearest 100th. Your Answer:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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