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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 11 · Exercises

The flexibility method

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

Module 11Level 3stable or mechanism

Choosing a redundant to release

In the flexibility method you release a redundant to form the primary structure. What must be true of the structure that remains?

Predict first, then reveal

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

Module 11Level 3reactions and load path

What fixes the redundant?

For a propped cantilever, the prop reaction is taken as the redundant. Which condition determines its value?

Predict first, then reveal

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

Module 11Level 4change and sensitivity

What if the prop settles?

The prop of the propped cantilever settles downward by a small amount instead of holding its point exactly. What happens to the redundant prop force?

Predict first, then reveal

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

Module 11Level 4reactions and load path

How many compatibility equations?

A continuous beam is indeterminate to the second degree (it has two redundants). How many compatibility equations does the flexibility method need?

Predict first, then reveal

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

Module 11Level 4change and sensitivity

Cross-flexibility and reciprocity

In a flexibility analysis, f₁₂ is the movement at coordinate 1 due to a unit redundant at coordinate 2, and f₂₁ the reverse. For a linear elastic structure, how do they compare?

Predict first, then reveal

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