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
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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
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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