Situation 5 - A bar is subjected to a uniaxial stress. The resulting stress is plotted as Ishown. In this problem, a = 40 MPa. D. JU 14. Find the normal stress (MPa) on a plane inclined 0 = 25 degrees from the horizontal. A. 26.4 B. 4.2 C. 9.8 D. 14.3 15. Find the shear stress (MPa) on a plane inclined at 0 = 25 degrees from the direction of loading. A. 36.2 B. 13.4 4 P C. 30.6 D. 26.2 a MOHR CIRCLE

Situation 5 - A bar is subjected to a uniaxial stress. The resulting stress is plotted as Ishown. In this problem, a = 40 MPa. D. JU 14. Find the normal stress (MPa) on a plane inclined 0 = 25 degrees from the horizontal. A. 26.4 B. 4.2 C. 9.8 D. 14.3 15. Find the shear stress (MPa) on a plane inclined at 0 = 25 degrees from the direction of loading. A. 36.2 B. 13.4 4 P C. 30.6 D. 26.2 a MOHR CIRCLE

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...

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