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
Extracted text: B 131.6 kPa 53.6 kPa 35 A 315.2 kPa 315.2 kPa 35 131.6 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.