The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section a-a at the specific points.

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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The force P is applied at d = 50 mm from the bottom as shown.
Compute the normal stress at section a-a at the specific points.
B
200 mm
200 mm C.
20 mm
-300 mm-
What is the normal stress at point B in MPa (2 decimals) if P =85 kN? If
Compressive add minus sign in your final answer.
Transcribed Image Text:The force P is applied at d = 50 mm from the bottom as shown. Compute the normal stress at section a-a at the specific points. B 200 mm 200 mm C. 20 mm -300 mm- What is the normal stress at point B in MPa (2 decimals) if P =85 kN? If Compressive add minus sign in your final answer.
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