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An embankment is shown in the figure. Determine the stress increase (in kPa) under the embankment at points A₁ at a depth of 8m and A₂ at a depth 4m. 5 m Δα = -14 m- = 1/[(³₁ +₂³²) (@2) - B/₂2 (₂)] →→→5 m 11.5 m- H=7m -14 m- 17 kN/m² 16.5 m-

An embankment is shown in the figure. Determine the stress increase (in kPa) under the embankment at points A₁ at a depth of 8m and A₂ at a depth 4m. 5 m Δα = -14 m- = 1/[(³₁ +₂³²) (@2) - B/₂2 (₂)] →→→5 m 11.5 m- H=7m -14 m- 17 kN/m² 16.5 m-

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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An embankment is shown in the figure. Determine the stress increase (in kPa) under the embankment at points A₁ at a depth of 8m and A₂ at a depth 4m. 5 m = 14 m -11.5 m- B₂ 4-1(+3)()-(G B (α₂ B₂ 5 m H 7 m -14 m- y=17 kN/m² 16.5 m
Transcribed Image Text:An embankment is shown in the figure. Determine the stress increase (in kPa) under the embankment at points A₁ at a depth of 8m and A₂ at a depth 4m. 5 m = 14 m -11.5 m- B₂ 4-1(+3)()-(G B (α₂ B₂ 5 m H 7 m -14 m- y=17 kN/m² 16.5 m
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