Problem 4 The horizontal force of p 85 kN acts at the end of the plate. The plate has a thickness of 15 mm and P acts along the centerline of this thickness such that d= 50 mm. Plot the distribution of normal stress acting along section a-a. 200 mm -300 mm- ...........

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Problem 4
The horizontal force of p = 85 kN acts at the end of the plate.
The plate has a thickness of 15 mm and P acts along the
centerline of this thickness such that d = 50 mm. Plot the
200 mm
distribution of normal stress acting along section a-a.
-300 mm-
Transcribed Image Text:Problem 4 The horizontal force of p = 85 kN acts at the end of the plate. The plate has a thickness of 15 mm and P acts along the centerline of this thickness such that d = 50 mm. Plot the 200 mm distribution of normal stress acting along section a-a. -300 mm-
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