A point on the surface of a shaft in torsion is in pure shear with τₓᵧ = 120 MPa (σₓ = σᵧ = 0). Find the normal stress σθ on a plane whose normal is rotated 45° clockwise from the x-axis.
Mohr’s circle & stress transformation worksheet with answers
A point has σₓ = −50 MPa and σᵧ = 30 MPa, plus some shear stress. On an element rotated by 30° the normal stress in the rotated x′ direction is −73.3 MPa. Find the normal stress σy′ in the rotated y′ direction.
A point in a thin plate is in plane stress: σₓ = 160 MPa, σᵧ = 90 MPa and τₓᵧ = −30 MPa, with σz = 0. Find the absolute maximum shear stress τabs at the point (considering all planes in three dimensions).
A point in a loaded part has σₓ = 30 MPa, σᵧ = −70 MPa and τₓᵧ = −60 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point in a loaded part has σₓ = −50 MPa, σᵧ = 10 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.
A point in a thin plate is in plane stress: σₓ = −60 MPa, σᵧ = −70 MPa and τₓᵧ = −50 MPa (σz = 0). The material has a yield strength of 350 MPa. Find the factor of safety n against yielding by the von Mises (distortion energy) criterion.
Answer key
- 1. σθ = −120 MPa
- 2. σy′ = 53.3 MPa
- 3. τabs = 85.55 MPa
- 4. τmax = 78.1 MPa
- 5. σθ = −55.84 MPa
- 6. n = 3.222
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