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Three footings are placed at locations forming an equilateral triangle of 5 m sides. Each of the footings carries a vertical load of 103 kN. Estimate incremental vertical pressures (kPa) at a depth of 1.5 m vertically below the center of the individual footings from all three loads (2dp).

Three footings are placed at locations forming an equilateral triangle of 5 m sides. Each of the footings carries a vertical load of 103 kN. Estimate incremental vertical pressures (kPa) at a depth of 1.5 m vertically below the center of the individual footings from all three loads (2dp).

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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Three footings are placed at locations forming an equilateral triangle of 5 m sides. Each of the footings carries a vertical load of 103 kN. Estimate incremental vertical pressures (kPa) at a depth of 1.5 m vertically below the center of the individual footings from all three loads (2dp).
Transcribed Image Text:Three footings are placed at locations forming an equilateral triangle of 5 m sides. Each of the footings carries a vertical load of 103 kN. Estimate incremental vertical pressures (kPa) at a depth of 1.5 m vertically below the center of the individual footings from all three loads (2dp).
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