1. Maximum Principal Stress 2. Minimum Principal Stress 3. Maximum Shear Stress 4. Normal Stress at Failure Plane A-B 5. Shear Stress at Failure Plane A-B 35° A 315.2 kPa Mohr's Circle Sign Conventions: •Compressive normal stresses are positive •Shear stresses are positive, if when they act on two opposing faces, they tend to produce a counterclockwise rotation. I+ 131.6 kPa 131.6 kPa o + 53.6 kPa I + I 315.2 kPa
1. Maximum Principal Stress 2. Minimum Principal Stress 3. Maximum Shear Stress 4. Normal Stress at Failure Plane A-B 5. Shear Stress at Failure Plane A-B 35° A 315.2 kPa Mohr's Circle Sign Conventions: •Compressive normal stresses are positive •Shear stresses are positive, if when they act on two opposing faces, they tend to produce a counterclockwise rotation. I+ 131.6 kPa 131.6 kPa o + 53.6 kPa I + I 315.2 kPa
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
Related questions
Question
![1. Maximum Principal Stress
2. Minimum Principal Stress
3. Maximum Shear Stress
4. Normal Stress at Failure Plane A-B
5. Shear Stress at Failure Plane A-B
B
35°
A
315.2 kPa
Mohr's Circle Sign Conventions:
•Compressive normal stresses are positive
•Shear stresses are positive, if when they
act on two opposing faces, they tend to
produce a counterclockwise rotation.
T +
131.6 kPa
131.6 kPa
o +
+
53.6 kPa
T +
www
315.2 kPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F686be581-95d5-492f-b242-7a52d8508d9a%2Ffebe6829-39bd-40db-bd4d-3338c2c96f7d%2Ftezlw7_processed.png&w=3840&q=75)
Transcribed Image Text:1. Maximum Principal Stress
2. Minimum Principal Stress
3. Maximum Shear Stress
4. Normal Stress at Failure Plane A-B
5. Shear Stress at Failure Plane A-B
B
35°
A
315.2 kPa
Mohr's Circle Sign Conventions:
•Compressive normal stresses are positive
•Shear stresses are positive, if when they
act on two opposing faces, they tend to
produce a counterclockwise rotation.
T +
131.6 kPa
131.6 kPa
o +
+
53.6 kPa
T +
www
315.2 kPa
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