A point in a loaded part has σₓ = 0 MPa, σᵧ = 10 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 = 0 MPa, σᵧ = −80 MPa and τₓᵧ = 40 MPa (tension positive). Find the largest principal stress σ1.
A point in a loaded part has σₓ = −70 MPa, σᵧ = 30 MPa and τₓᵧ = −40 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 = 90 MPa, σᵧ = 110 MPa and τₓᵧ = 30 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 = 30 MPa (σz = 0). The material has a yield strength of 420 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
A solid shaft of diameter 30 mm carries a bending moment of 500 N·m together with a torque of 250 N·m. At the top surface, where the bending stress is tensile and largest, find the largest principal stress σ1.
Answer key
- 1. σ2 = −6.18 MPa
- 2. σ1 = 16.57 MPa
- 3. θp = −70.67 °
- 4. θp = 54.22 °
- 5. n = 5.864
- 6. σ1 = 199.8 MPa
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