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 35° counter-clockwise from the x-axis.
Mohr’s circle & stress transformation worksheet with answers
A point has σₓ = −30 MPa and σᵧ = 60 MPa, plus some shear stress. On an element rotated by 50° the normal stress in the rotated x′ direction is 81.9 MPa. Find the normal stress σy′ in the rotated y′ direction.
A point in a thin plate is in plane stress: σₓ = 110 MPa, σᵧ = 30 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 = 40 MPa, σᵧ = 100 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 thin-walled cylindrical tank of inner diameter 600 mm and wall thickness 5 mm holds gas at a gauge pressure of 2.5 MPa. It is made from plate welded along a helical seam at 30° to the axis of the cylinder. Find the normal stress σn acting across the weld seam.
A point in a loaded part has σₓ = −30 MPa, σᵧ = −50 MPa and τₓᵧ = 10 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 30° clockwise from the x-axis.
Answer key
- 1. σθ = −103.4 MPa
- 2. σy′ = −51.9 MPa
- 3. τabs = 72.11 MPa
- 4. θp = −80.78 °
- 5. σn = 131.3 MPa
- 6. σθ = −43.66 MPa
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