A point in a loaded part has σₓ = 90 MPa, σᵧ = −70 MPa and τₓᵧ = 10 MPa (tension positive). Find the smallest principal stress σ2.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = 160 MPa, σᵧ = −80 MPa and τₓᵧ = −30 MPa (tension positive). Find the largest principal stress σ1.
A point in a thin plate is in plane stress: σₓ = 80 MPa, σᵧ = 120 MPa and τₓᵧ = 60 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 = 70 MPa, σᵧ = −50 MPa and τₓᵧ = −10 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 loaded part has σₓ = 60 MPa, σᵧ = −70 MPa and τₓᵧ = −30 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 45° clockwise from the x-axis.
A point in a thin plate is in plane stress: σₓ = 10 MPa, σᵧ = 10 MPa and τₓᵧ = 10 MPa (σz = 0). The material has a yield strength of 275 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
Answer key
- 1. σ2 = −70.62 MPa
- 2. σ1 = 163.7 MPa
- 3. τabs = 81.62 MPa
- 4. θp = −4.731 °
- 5. σθ = 25 MPa
- 6. n = 13.75
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