At a point in a loaded part the in-plane principal stresses are σ₁ = 180 MPa and σ₂ = −30 MPa (tension positive). Find the maximum in-plane shear stress τmax.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = −70 MPa, σᵧ = −80 MPa and τₓᵧ = −20 MPa (tension positive). Find the smallest principal stress σ2.
A point in a loaded part has σₓ = 160 MPa, σᵧ = 60 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 = 120 MPa and σᵧ = 50 MPa. How large can the shear stress τxy (magnitude) become before the largest principal stress reaches 175 MPa?
A point in a loaded part has σₓ = 110 MPa, σᵧ = 60 MPa and τₓᵧ = −50 MPa (tension positive). Find the shear stress τθ on a plane whose normal is rotated 50° counter-clockwise from the x-axis (positive in the same sense as τₓᵧ).
A point in a thin plate is in plane stress: σₓ = 110 MPa, σᵧ = 70 MPa and τₓᵧ = 20 MPa (σz = 0). Find the von Mises equivalent stress σvM.
Answer key
- 1. τmax = 105 MPa
- 2. σ2 = −95.62 MPa
- 3. θp = 22.5 °
- 4. τxy = 82.92 MPa
- 5. τθ = −15.94 MPa
- 6. σvM = 102.5 MPa
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