A circular area having a radius of 3m carries a uniformly distributed load of 96 kPa is applied to the ground. Compute the total vertical stress of increment in kPa due to this uniform load if the unit weight of soil is 18.40 kN per cubic meter. 1. At a point 6m below the center of the circular area. 2. At a point 6m below the ground surface at a horizantal distance of 1.5 m from the center of the circular area. 3. At a point 6m below the edge of the circular area.
A circular area having a radius of 3m carries a uniformly distributed load of 96 kPa is applied to the ground. Compute the total vertical stress of increment in kPa due to this uniform load if the unit weight of soil is 18.40 kN per cubic meter. 1. At a point 6m below the center of the circular area. 2. At a point 6m below the ground surface at a horizantal distance of 1.5 m from the center of the circular area. 3. At a point 6m below the edge of the circular area.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A circular area having a radius of 3m carries a uniformly distributed load of 96 kPa is applied to the ground. Compute the total vertical stress of increment in kPa due to this uniform load if the unit weight of soil is 18.40 kN per cubic meter.
1. At a point 6m below the center of the circular area.
2. At a point 6m below the ground surface at a horizantal distance of 1.5 m from the center of the circular area.
3. At a point 6m below the edge of the circular area.
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