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How steel behaves with temperature

Steel expands when heated and contracts when cooled. That is not a problem in itself — it becomes one when the movement is restrained: then instead of movement, restraint force appears in the structure.

  • Long external members: trims, balustrades, roof components, external structures.
  • Structures exposed to large temperature swings: a sunlit facade element, an unheated roof space.
  • At the boundary between spaces of different temperature.

Inside the walls of a heated building, where the structure lives in a narrow temperature range, the movement is negligible.

Above a few hundred degrees the yield strength of steel falls. This is the fire case, and it matters particularly for thin-walled sections because they heat up fast. Section factor.

At low temperatures steel can become more brittle: it tolerates sudden actions less well. In building structures this rarely governs, but in cold climates or refrigerated spaces it has to be considered.

The junction must allow movement where needed

Section titled “The junction must allow movement where needed”

On long external members the fixing should not restrain both ends rigidly. A slotted hole or a sliding connection here is not sloppiness but a design decision.

Because steel conducts heat well, the colder points of the structure are also a condensation risk. Thermal bridging in steel.

Thermal expansion during a fire creates forces that do not exist in cold design — which is why fire design has to look at the connections too. Connections in fire.

“Won’t it creak and crack?” The noise is not caused by expansion itself but by movement with friction: when two members slip tightly against each other. Proper detailing avoids this, and inside a heated building the movement is small in any case.

Steel moves, but predictably. The question is not whether it moves, but whether the junction lets it where it needs to.