A point on the surface of a shaft in torsion is in pure shear with τₓᵧ = 30 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
At a point in a loaded part the in-plane principal stresses are σ₁ = 160 MPa and σ₂ = −50 MPa (tension positive). Find the normal stress σavg that acts on the planes of maximum in-plane shear stress.
A point in a loaded part has σₓ = −20 MPa, σᵧ = −10 MPa and τₓᵧ = 20 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point has σₓ = 0 MPa, σᵧ = −60 MPa and τₓᵧ = −10 MPa (tension positive). The element is rotated 30° 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 = 160 MPa, σᵧ = 110 MPa and τₓᵧ = 20 MPa (σz = 0). The material has a yield strength of 350 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
A point in a loaded part has σₓ = −70 MPa, σᵧ = −10 MPa and τₓᵧ = 30 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 20° clockwise from the x-axis.
Answer key
- 1. σθ = −30 MPa
- 2. σavg = 55 MPa
- 3. τmax = 20.62 MPa
- 4. σy′ = −36.34 MPa
- 5. n = 2.096
- 6. σθ = −82.26 MPa
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