A point in a loaded part has σₓ = 130 MPa, σᵧ = 20 MPa and τₓᵧ = −20 MPa (tension positive). Find the smallest principal stress σ2.
Mohr’s circle & stress transformation worksheet with answers
A point has σₓ = 50 MPa and σᵧ = 70 MPa, plus some shear stress. On an element rotated by 15° the normal stress in the rotated x′ direction is 21.3 MPa. Find the normal stress σy′ in the rotated y′ direction.
A point in a loaded part has σₓ = 30 MPa, σᵧ = 120 MPa and τₓᵧ = 30 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A point in a thin plate is in plane stress: σₓ = 140 MPa, σᵧ = 90 MPa and τₓᵧ = −10 MPa, with σz = 0. Find the absolute maximum shear stress τabs at the point (considering all planes in three dimensions).
A thin-walled cylindrical tank of inner diameter 400 mm and wall thickness 6 mm holds gas at a gauge pressure of 1.2 MPa. It is made from plate welded along a helical seam at 20° to the axis of the cylinder. Find the normal stress σn acting across the weld seam.
A point in a loaded part has σₓ = −40 MPa, σᵧ = 90 MPa and τₓᵧ = −30 MPa (tension positive). Find the normal stress σθ on a plane whose normal is rotated 25° counter-clockwise from the x-axis.
Answer key
- 1. σ2 = 16.48 MPa
- 2. σy′ = 98.7 MPa
- 3. τmax = 54.08 MPa
- 4. τabs = 70.96 MPa
- 5. σn = 37.66 MPa
- 6. σθ = −39.76 MPa
Full step-by-step solutions: practise this topic on examproblems.com.