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Queensferry

Module 11

Torsion

Twisting circular shafts from first principles, angle of twist, and why open sections are so poor in torsion.

What this module covers

  • Derive the torsion relationship T/J = τ/r = Gθ/L from geometry and compatibility
  • Calculate the polar second moment of area for solid and hollow shafts
  • Find the angle of twist and understand torsional rigidity GJ
  • Analyse thin-walled closed sections using shear flow
  • Explain why circular-shaft theory must not be applied to open sections

Lessons

  1. From the geometry of twisting to T/J = τ/r = Gθ/L.

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  2. Shear flow in closed boxes, and why an open section is hopeless in torsion.

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  3. The fourth internal action, drawn like the others — and what a shaft does after it yields.

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  4. Why circular-shaft theory fails everywhere else, and how much a single cut costs.

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Module checkpoint

Check what you have taken in

3 questions

  1. Question 1

    A solid shaft of diameter 100 mm carries a torque of 8 kN·m. What is the maximum shear stress?

  2. Question 2

    In T/J = τ/r = Gθ/L, what does J represent?

  3. Question 3

    Why is a closed box section so much better in torsion than an open channel?