A bar with cross-sectional area 500 mm² carries an axial tensile force of 100 kN. Find the magnitude of the shear stress |τθ| on a section whose normal makes an angle of 50° with the bar axis.
Mohr’s circle & stress transformation worksheet with answers
A bar with cross-sectional area 800 mm² carries an axial compressive force of 30 kN. Find the normal stress σθ on a section whose normal makes an angle of 35° with the bar axis (tension positive).
A point in a loaded part has σₓ = −10 MPa, σᵧ = −10 MPa and τₓᵧ = −40 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 in a loaded part has σₓ = 140 MPa, σᵧ = 50 MPa and τₓᵧ = 10 MPa (tension positive). Find the maximum in-plane shear stress τmax.
A thin-walled cylindrical tank of inner diameter 400 mm and wall thickness 10 mm holds gas at a gauge pressure of 2 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 thin-walled cylindrical tank of inner diameter 1500 mm and wall thickness 8 mm holds gas at a gauge pressure of 1 MPa. It is made from plate welded along a helical seam at 40° to the axis of the cylinder. Find the normal stress σn acting across the weld seam.
Answer key
- 1. |τθ| = 98.48 MPa
- 2. σθ = −25.16 MPa
- 3. θp = −45 °
- 4. τmax = 46.1 MPa
- 5. σn = 28.26 MPa
- 6. σn = 74.38 MPa
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