A point in a loaded part has σₓ = 0 MPa, σᵧ = 70 MPa and τₓᵧ = −60 MPa (tension positive). Find the smallest principal stress σ2.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = −40 MPa, σᵧ = 0 MPa and τₓᵧ = 30 MPa (tension positive). Find the smallest principal stress σ2.
A point in a loaded part has σₓ = 110 MPa, σᵧ = −80 MPa and τₓᵧ = 20 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 = 0 MPa, σᵧ = −30 MPa and τₓᵧ = −20 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 = 120 MPa, σᵧ = 110 MPa and τₓᵧ = 10 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 45° clockwise from the x-axis.
A thin-walled cylindrical tank of inner diameter 800 mm and wall thickness 12 mm holds gas at a gauge pressure of 2 MPa. It is made from plate welded along a helical seam at 60° to the axis of the cylinder. Find the magnitude of the shear stress |τn| acting along the weld seam.
Answer key
- 1. σ2 = −34.46 MPa
- 2. σ2 = −56.06 MPa
- 3. θp = 5.944 °
- 4. θs = −71.57 °
- 5. σθ = 105 MPa
- 6. |τn| = 14.43 MPa
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