A point has σₓ = 50 MPa and σᵧ = −80 MPa, plus some shear stress. On an element rotated by 60° the normal stress in the rotated x′ direction is −12.9 MPa. Find the normal stress σy′ in the rotated y′ direction.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = 160 MPa, σᵧ = −20 MPa and τₓᵧ = 40 MPa (tension positive). Find the smallest principal stress σ2.
A point in a loaded part has σₓ = 60 MPa, σᵧ = −80 MPa and τₓᵧ = 10 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point has σₓ = 40 MPa, σᵧ = −70 MPa and τₓᵧ = 50 MPa (tension positive). The element is rotated 40° counter-clockwise. Find the normal stress σy′ on the faces of the rotated element that are perpendicular to the rotated y′-axis.
A point in a thin plate is in plane stress: σₓ = 70 MPa, σᵧ = −60 MPa and τₓᵧ = 50 MPa (σz = 0). The material has a yield strength of 300 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
A point in a loaded part has σₓ = 150 MPa, σᵧ = −30 MPa and τₓᵧ = −20 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 20° clockwise from the x-axis.
Answer key
- 1. σy′ = −17.1 MPa
- 2. σ2 = −28.49 MPa
- 3. τmax = 70.71 MPa
- 4. σy′ = −73.79 MPa
- 5. n = 1.829
- 6. σθ = 141.8 MPa
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