Structural Analysis Fundamentals / Structures, modelling and idealisation
From a real structure to a model
Idealisation, assumptions, degrees of freedom and determinacy.
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Read the lesson register and outstanding review notesWhy this matters
An analysis model represents selected aspects of a structure. Its supports, connections, material laws and geometry determine what the results can tell you. Record those assumptions before calculating.
By the end of this lesson you should be able to
- Turn a physical structure into a line diagram with supports, members and loads
- State the assumptions your model makes
- Count degrees of freedom and restraints
- Decide whether a structure is a mechanism, determinate, or indeterminate
Idealisation is the act of replacing the real thing with something you can calculate. A steel beam bolted through a plate becomes a line with a support symbol at each end. A brick wall becomes a uniformly distributed load. A column base cast into a large concrete pad becomes a fixed support — or a pin, if you decide the connection is not really stiff enough to hold the rotation.
None of those replacements are true. They are all approximations, chosen because they are close enough and because they make the sums possible. The skill is knowing which approximations are safe.
A body free in a plane can do three things: move sideways, move up and down, and rotate. Those are its three degrees of freedom. To hold it still you have to remove all three. Supports do that removing, and each restraint provides one reaction.
A roller stops the beam moving vertically but lets it slide along and rotate freely, so it gives one reaction. A pin stops it moving in both directions but still lets it rotate, so it gives two. A fixed support stops all three, so it gives three, including a moment.
For one rigid body in a plane, equilibrium provides three independent equations. Three suitably arranged reaction components can restrain it and allow its reactions to be found from equilibrium. More unknown reactions require additional relationships, usually from deformation compatibility. Count the unknowns, then check the restraint geometry and internal stability. Member assemblies and structures with internal releases need additional free bodies; a reaction count alone cannot classify every structure.
Try it
Choose the supports
Pick how each end is held. The choice decides how many reactions exist, and whether equilibrium alone can solve the structure.
Left-hand end
Right-hand end
- Unknown reactions
- 3
- Equations available
- 3
- Degree
- 0 (determinate)
A roller lets the beam slide and expand; a pin holds it in place; a fixed end also stops it rotating and so carries a moment. Choosing wrongly changes the answer completely.
Predict first
A beam has a pin at one end and a pin at the other. How many reactions are there, and what does that make it?
Worked example
Classifying a portal frame
Given
- A single-bay portal frame: two columns and a beam, rigidly joined at the corners
- Both column bases are fixed to the foundations
- The frame is loaded in its own plane
Find
Whether the frame is a mechanism, statically determinate, or indeterminate.
Assumptions
- Plane frame, so three equations of equilibrium
- Joints are rigid, not pinned
Practice
A stable, single-bay plane frame with rigid joints and no internal releases has one fixed support and one pinned support. How many unknown reaction components are there in total?
Practice
A plane beam has a pin at one end and two rollers along its length. What is its degree of static indeterminacy? (Give a positive number if indeterminate, 0 if determinate.)
Practice
A plane structure is supported by three rollers, all with their surfaces horizontal. How many equations of equilibrium can it satisfy, and is it stable? Enter the number of reaction components.
Summary
- Analysis is done on an idealised model, and the model is your decision
- A plane body has three degrees of freedom; supports remove them and give reactions in return
- Roller = 1 reaction, pin = 2, fixed = 3
- For a single rigid body, compare reactions with three equilibrium equations, then check the restraint arrangement; assemblies also need internal stability checks