B/2 →l ar le de A' A Ao 7.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A flexible circular area is subjected to a uniformly distributed load of 150 kN/m2 (Figure 6.2). The diameter of the load area is 2 m. Determine the stress increase in a soil mass at points located 3 m below the loaded area at r = 0, 0.4 m, 0.8 m, and 1 m. Use Boussinesq’s solution.
Transcribed Image Text:B/2
→l ar le
de
A'
A
Ao
7.
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