At a point in a loaded part the in-plane principal stresses are σ₁ = 120 MPa and σ₂ = 70 MPa (tension positive). Find the normal stress σavg that acts on the planes of maximum in-plane shear stress.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = −40 MPa, σᵧ = −40 MPa and τₓᵧ = 20 MPa (tension positive). Find the largest principal stress σ1.
A point has σₓ = −40 MPa, σᵧ = −10 MPa and τₓᵧ = 40 MPa (tension positive). The element is rotated 15° 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 = −50 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 solid shaft of diameter 25 mm carries a bending moment of 100 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.
A point in a thin plate is in plane stress: σₓ = 10 MPa, σᵧ = 70 MPa and τₓᵧ = −10 MPa (σz = 0). Find the von Mises equivalent stress σvM.
Answer key
- 1. σavg = 95 MPa
- 2. σ1 = −20 MPa
- 3. σy′ = −32.01 MPa
- 4. τabs = 26.51 MPa
- 5. σ1 = 120.4 MPa
- 6. σvM = 67.82 MPa
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