A point on the surface of a shaft in torsion is in pure shear with τₓᵧ = −50 MPa (σₓ = σᵧ = 0). Find the normal stress σθ on a plane whose normal is rotated 45° counter-clockwise from the x-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 = −110 MPa (σₓ = σᵧ = 0). Find the normal stress σθ on a plane whose normal is rotated 25° counter-clockwise from the x-axis.
A point in a loaded part has σₓ = 110 MPa, σᵧ = −10 MPa and τₓᵧ = 50 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 has σₓ = 110 MPa, σᵧ = −20 MPa and τₓᵧ = 30 MPa (tension positive). The element is rotated 25° 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 = 120 MPa, σᵧ = 100 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 von Mises (distortion energy) criterion.
A point in a thin plate is in plane stress: σₓ = 50 MPa, σᵧ = 40 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.
Answer key
- 1. σθ = −50 MPa
- 2. σθ = −84.26 MPa
- 3. θp = 19.9 °
- 4. σy′ = −19.76 MPa
- 5. n = 3.001
- 6. n = 3.01
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