The Chartership Forum
Teaching basis and review status

These are educational models and exercises. Check their assumptions before using the results. The full technical content and every diagram have not yet been independently verified.

Concrete and steel calculations retain their stated first-generation Eurocode teaching basis. Use the standards and amendments specified for your project; do not mix generations without an appropriate design basis.

Read the lesson register and outstanding review notes

Module 16 · Exercises

Influence lines and moving loads

Commit a prediction before you reveal the answer — the explanation checks it against the structural model.

Module 16Level 3which impossible

An influence line versus a bending-moment diagram

What does an influence line for the mid-span moment of a beam actually plot?

Predict first, then reveal

Reason from the supports, the movement and equilibrium — not from what looks familiar.

Module 16Level 3reactions and load path

Where to put a single moving load

You have the influence line for a response, and a single moving point load. Where do you place the load to make that response as large as possible?

Predict first, then reveal

Reason from the supports, the movement and equilibrium — not from what looks familiar.

Module 16Level 4change and sensitivity

A distributed moving load

A distributed live load can cover any part of the span. To maximise a response, which parts of the span should carry it?

Predict first, then reveal

Reason from the supports, the movement and equilibrium — not from what looks familiar.

Module 16Level 4change and sensitivity

Loading a continuous beam for the worst span moment

To maximise the sagging moment in one span of a two-span continuous beam, should you load both spans or just one?

Predict first, then reveal

Reason from the supports, the movement and equilibrium — not from what looks familiar.

Module 16Level 4deflected shape

The shape of an influence line

By Müller-Breslau's principle, how can you find the shape of an influence line without moving a load step by step?

Predict first, then reveal

Reason from the supports, the movement and equilibrium — not from what looks familiar.