A bar with cross-sectional area 400 mm² carries an axial compressive force of 80 kN. Find the normal stress σθ on a section whose normal makes an angle of 50° with the bar axis (tension positive).
Mohr’s circle & stress transformation worksheet with answers
A point has σₓ = 110 MPa and σᵧ = −60 MPa, plus some shear stress. On an element rotated by 60° the normal stress in the rotated x′ direction is −34.8 MPa. Find the normal stress σy′ in the rotated y′ direction.
A point in a thin plate is in plane stress: σₓ = −80 MPa, σᵧ = −50 MPa and τₓᵧ = 30 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 = −60 MPa, σᵧ = 50 MPa and τₓᵧ = −60 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point in a loaded part has σₓ = 0 MPa, σᵧ = −80 MPa and τₓᵧ = −50 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 30° clockwise from the x-axis.
A point in a loaded part has σₓ = 10 MPa, σᵧ = 20 MPa and τₓᵧ = 20 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 45° counter-clockwise from the x-axis.
Answer key
- 1. σθ = −82.64 MPa
- 2. σy′ = 84.8 MPa
- 3. τabs = 49.27 MPa
- 4. τmax = 81.39 MPa
- 5. σθ = 23.3 MPa
- 6. σθ = 35 MPa
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