A bar with cross-sectional area 250 mm² carries an axial compressive force of 30 kN. Find the normal stress σθ on a section whose normal makes an angle of 45° with the bar axis (tension positive).
Mohr’s circle & stress transformation worksheet with answers
A bar with cross-sectional area 400 mm² carries an axial compressive force of 140 kN. Find the normal stress σθ on a section whose normal makes an angle of 30° with the bar axis (tension positive).
A point in a loaded part has σₓ = 110 MPa, σᵧ = −50 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 has σₓ = 40 MPa, σᵧ = −20 MPa and τₓᵧ = −50 MPa (tension positive). Find the angle θs, between −90° and 90°, from the x-axis to the normal of the plane on which the shear stress has its maximum positive value +R (shear positive in the same sense as τₓᵧ).
A point in a thin plate is in plane stress: σₓ = 20 MPa, σᵧ = −40 MPa and τₓᵧ = −40 MPa (σz = 0). Find the von Mises equivalent stress σvM.
A point in a loaded part has σₓ = −80 MPa, σᵧ = −40 MPa and τₓᵧ = −50 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 20° counter-clockwise from the x-axis.
Answer key
- 1. σθ = −60 MPa
- 2. σθ = −262.5 MPa
- 3. θp = 10.28 °
- 4. θs = −74.52 °
- 5. σvM = 87.18 MPa
- 6. σθ = −107.5 MPa
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