A point in a loaded part has σₓ = −70 MPa, σᵧ = −80 MPa and τₓᵧ = −10 MPa (tension positive). Find the smallest principal stress σ2.
Mohr’s circle & stress transformation worksheet with answers
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 35° counter-clockwise from the x-axis.
A point in a loaded part has σₓ = 160 MPa, σᵧ = −30 MPa and τₓᵧ = −30 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point has σₓ = 10 MPa, σᵧ = 90 MPa and τₓᵧ = 50 MPa (tension positive). The element is rotated 20° 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 = 110 MPa, σᵧ = −40 MPa and τₓᵧ = 10 MPa (σz = 0). Find the von Mises equivalent stress σvM.
A point in a thin plate is in plane stress: σₓ = 40 MPa, σᵧ = 110 MPa and τₓᵧ = 10 MPa (σz = 0). The material has a yield strength of 355 MPa. Find the factor of safety n against yielding by the von Mises (distortion energy) criterion.
Answer key
- 1. σ2 = −86.18 MPa
- 2. σθ = −103.4 MPa
- 3. τmax = 99.62 MPa
- 4. σy′ = 48.5 MPa
- 5. σvM = 135.6 MPa
- 6. n = 3.623
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