A point in a loaded part has σₓ = −10 MPa, σᵧ = 20 MPa and τₓᵧ = 60 MPa (tension positive). Find the largest principal stress σ1.
Mohr’s circle & stress transformation worksheet with answers
A point has σₓ = −40 MPa and σᵧ = 20 MPa, plus some shear stress. On an element rotated by 20° the normal stress in the rotated x′ direction is −7.3 MPa. Find the normal stress σy′ in the rotated y′ direction.
A point in a loaded part has σₓ = 30 MPa, σᵧ = 0 MPa and τₓᵧ = 60 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point has σₓ = 100 MPa, σᵧ = 10 MPa and τₓᵧ = −40 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 loaded part has σₓ = −50 MPa, σᵧ = 40 MPa and τₓᵧ = 10 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 30° counter-clockwise from the x-axis.
A thin-walled cylindrical tank of inner diameter 1200 mm and wall thickness 12 mm holds gas at a gauge pressure of 0.5 MPa. It is made from plate welded along a helical seam at 35° to the axis of the cylinder. Find the magnitude of the shear stress |τn| acting along the weld seam.
Answer key
- 1. σ1 = 66.85 MPa
- 2. σy′ = −12.7 MPa
- 3. τmax = 61.85 MPa
- 4. θs = −65.82 °
- 5. σθ = −18.84 MPa
- 6. |τn| = 5.873 MPa
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