For the footings shown in figure, calculate the increase in stress at point (A) at the depth of (3 m) under the surface of the ground.

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
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Problem 14.11P
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For the footings shown in figure, calculate the
increase in stress at point (A) at the depth of (3
m) under the surface of the ground.
Point A
Line load = 500 kN/m
Circular load = 400 kN/m?
Strip load = 300 kN/m?
2 m
3 m
Transcribed Image Text:For the footings shown in figure, calculate the increase in stress at point (A) at the depth of (3 m) under the surface of the ground. Point A Line load = 500 kN/m Circular load = 400 kN/m? Strip load = 300 kN/m? 2 m 3 m
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