A point in a loaded part has σₓ = 90 MPa, σᵧ = 70 MPa and τₓᵧ = 60 MPa (tension positive). Find the smallest principal stress σ2.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = 160 MPa, σᵧ = 80 MPa and τₓᵧ = −30 MPa (tension positive). Find the largest principal stress σ1.
A point has σₓ = −60 MPa, σᵧ = −20 MPa and τₓᵧ = −10 MPa (tension positive). The element is rotated 45° clockwise. Find the normal stress σy′ on the faces of the rotated element that are perpendicular to the rotated y′-axis.
A point has σₓ = 10 MPa, σᵧ = −30 MPa and τₓᵧ = 50 MPa (tension positive). Find the angle θs, between −90° and 90°, from the x-axis to the normal of the plane on which the shear stress has its maximum positive value +R (shear positive in the same sense as τₓᵧ).
A point in a thin plate is in plane stress: σₓ = −10 MPa, σᵧ = −50 MPa and τₓᵧ = −30 MPa (σz = 0). The material has a yield strength of 275 MPa. Find the factor of safety n against yielding by the von Mises (distortion energy) criterion.
A point in a thin plate is in plane stress: σₓ = 90 MPa, σᵧ = 120 MPa and τₓᵧ = 10 MPa (σz = 0). The material has a yield strength of 420 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
Answer key
- 1. σ2 = 19.17 MPa
- 2. σ1 = 170 MPa
- 3. σy′ = −50 MPa
- 4. θs = −10.9 °
- 5. n = 3.969
- 6. n = 3.414
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