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
How internal forces arise, and how to find them at any section.
Start lesson →Getting signs right, and knowing which face of the beam is in tension.
Start lesson →Predict the shape, then calculate the values.
Start lesson →The calculus behind the shapes, and what happens when a beam hangs over its support.
Start lesson →
Module checkpoint
Check what you have taken in
6 questions
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?
Question 2
Why does calculating from the right-hand side give the same bending moment?
Question 3
Where does reinforcement go in a sagging reinforced-concrete beam?
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?
Question 5
Under a uniformly distributed load, what shape is the shear force diagram?
Question 6
What is a point of contraflexure?