Situation: For the state of plane stress shown below: 干 40. Largest sigma y for which the maximum in plane shearing stress is 75 Mpa. A. 120.65 B. 150 C. 204.56 D. 125.56 41. Corresponding principal stress. (MPa A. 200.52, 22.36 B. 207.28, 57.28 C. 125.26, 65.32 D. 210.32, 45.36

Situation: For the state of plane stress shown below: 干 40. Largest sigma y for which the maximum in plane shearing stress is 75 Mpa. A. 120.65 B. 150 C. 204.56 D. 125.56 41. Corresponding principal stress. (MPa A. 200.52, 22.36 B. 207.28, 57.28 C. 125.26, 65.32 D. 210.32, 45.36

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 16.17P

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Question

Situation: For the state of plane stress shown below:
干
40. Largest sigma y for which the maximum in
plane shearing stress is 75 Mpa.
A. 120.65 B. 150 C. 204.56 D. 125.56
41. Corresponding principal stress. (MPa
A. 200.52, 22.36
B. 207.28, 57.28
C. 125.26, 65.32
D. 210.32, 45.36

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