A point on the surface of a shaft in torsion is in pure shear with τₓᵧ = −110 MPa (σₓ = σᵧ = 0). Find the normal stress σθ on a plane whose normal is rotated 30° counter-clockwise from the x-axis.
Mohr’s circle & stress transformation worksheet with answers
At a point in a loaded part the in-plane principal stresses are σ₁ = 170 MPa and σ₂ = −70 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point in a loaded part has σₓ = 70 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 = −20 MPa, σᵧ = 120 MPa and τₓᵧ = −60 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point in a thin plate is in plane stress: σₓ = −60 MPa, σᵧ = 100 MPa and τₓᵧ = −20 MPa (σz = 0). The material has a yield strength of 250 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
A point in a loaded part has σₓ = 130 MPa, σᵧ = 40 MPa and τₓᵧ = 10 MPa (tension positive). Find the shear stress τθ on a plane whose normal is rotated 30° counter-clockwise from the x-axis (positive in the same sense as τₓᵧ).
Answer key
- 1. σθ = −95.26 MPa
- 2. τmax = 120 MPa
- 3. τmax = 60 MPa
- 4. τmax = 92.2 MPa
- 5. n = 1.516
- 6. τθ = −33.97 MPa
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