A bar with cross-sectional area 400 mm² carries an axial compressive force of 30 kN. Find the magnitude of the shear stress |τθ| on a section whose normal makes an angle of 25° with the bar axis.
Mohr’s circle & stress transformation worksheet with answers
A point on the surface of a shaft in torsion is in pure shear with τₓᵧ = 90 MPa (σₓ = σᵧ = 0). Find the normal stress σθ on a plane whose normal is rotated 40° counter-clockwise from the x-axis.
A point in a thin plate is in plane stress: σₓ = −20 MPa, σᵧ = −20 MPa and τₓᵧ = −10 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 = −10 MPa, σᵧ = 20 MPa and τₓᵧ = −20 MPa (tension positive). Find the angle θp from the x-axis to the direction of the largest principal stress, between −90° and 90°.
A point in a thin plate is in plane stress: σₓ = −50 MPa, σᵧ = 30 MPa and τₓᵧ = −40 MPa (σz = 0). The material has a yield strength of 250 MPa. Find the factor of safety n against yielding by the von Mises (distortion energy) criterion.
A point in a thin plate is in plane stress: σₓ = −30 MPa, σᵧ = −60 MPa and τₓᵧ = −20 MPa (σz = 0). The material has a yield strength of 460 MPa. Find the factor of safety n against yielding by the von Mises (distortion energy) criterion.
Answer key
- 1. |τθ| = 28.73 MPa
- 2. σθ = 88.63 MPa
- 3. τabs = 15 MPa
- 4. θp = −63.43 °
- 5. n = 2.538
- 6. n = 7.366
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