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Queensferry

Module 03

Internal forces and structural diagrams

What happens inside a member, and how shear force and bending moment vary along it.

What this module covers

  • Explain the difference between an external load and an internal action
  • Use the cut-section method to find internal forces at any point
  • Identify normal force, shear force and bending moment on a free body
  • Apply a consistent sign convention and read sagging and hogging correctly
  • Sketch the shape of a shear force and bending moment diagram before calculating
  • Draw both diagrams for point loads, UDLs and overhangs
  • Use the relationships between load, shear and moment
  • Find the maximum moment by locating zero shear
  • Identify points of contraflexure and say why they matter

Lessons

  1. How internal forces arise, and how to find them at any section.

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  2. Getting signs right, and knowing which face of the beam is in tension.

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  3. Predict the shape, then calculate the values.

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  4. The calculus behind the shapes, and what happens when a beam hangs over its support.

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Module checkpoint

Check what you have taken in

6 questions

  1. Question 1

    A simply supported beam of 6.0 m carries a central point load of 20 kN. What is the bending moment at midspan?

  2. Question 2

    Why does calculating from the right-hand side give the same bending moment?

  3. Question 3

    Where does reinforcement go in a sagging reinforced-concrete beam?

  4. Question 4

    A cantilever 4.0 m long carries a UDL of 6 kN/m over its whole length. What is the magnitude of the bending moment at the fixed end?

  5. Question 5

    Under a uniformly distributed load, what shape is the shear force diagram?

  6. Question 6

    What is a point of contraflexure?