A point in a loaded part has σₓ = −70 MPa, σᵧ = −50 MPa and τₓᵧ = −60 MPa (tension positive). Find the largest principal stress σ1.
Mohr’s circle & stress transformation worksheet with answers
A point in a loaded part has σₓ = 90 MPa, σᵧ = −60 MPa and τₓᵧ = −40 MPa (tension positive). Find the largest principal stress σ1.
A point has σₓ = −60 MPa, σᵧ = −70 MPa and τₓᵧ = −40 MPa (tension positive). The element is rotated 15° counter-clockwise. Find the normal stress σy′ on the faces of the rotated element that are perpendicular to the rotated y′-axis.
A point has σₓ = −40 MPa, σᵧ = −30 MPa and τₓᵧ = −40 MPa (tension positive). The element is rotated 50° counter-clockwise. Find the normal stress σy′ on the faces of the rotated element that are perpendicular to the rotated y′-axis.
A thin-walled cylindrical tank of inner diameter 500 mm and wall thickness 15 mm holds gas at a gauge pressure of 1.5 MPa. It is made from plate welded along a helical seam at 50° to the axis of the cylinder. Find the normal stress σn acting across the weld seam.
A point in a thin plate is in plane stress: σₓ = 110 MPa, σᵧ = 110 MPa and τₓᵧ = 50 MPa (σz = 0). The material has a yield strength of 275 MPa. Find the factor of safety n against yielding by the Tresca (maximum shear stress) criterion.
Answer key
- 1. σ1 = 0.8276 MPa
- 2. σ1 = 100 MPa
- 3. σy′ = −49.33 MPa
- 4. σy′ = 3.524 MPa
- 5. σn = 17.66 MPa
- 6. n = 1.719
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