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Intumescent coatings on thin sections

With hot-rolled steel structures it is established practice to paint the structure with an intumescent coating. In a fire the coating foams up and forms an insulating layer around the steel. It seems logical to do the same with a light gauge steel frame.

In practice this is not a viable route, and for more than one reason.

The required coating thickness is set by the section factor: the thinner the steel relative to its heated surface, the thicker the coating would have to be. For thin-walled profiles this ratio is extremely unfavourable — the thickest layer would be needed exactly where there is the least steel.

This is the decisive argument. Coating manufacturers’ test tables are valid for a given range of sections. Extrapolating beyond that is not permitted — international certification bodies expressly forbid it, and for good reason: the behaviour of the foaming layer does not scale linearly downwards.

In practice, below about 4 mm wall thickness almost no manufacturer can be found who will certify their product for such a section. A typical LGS profile is a fraction of that.

Where there is no certification, there is nothing to rely on: the coating can be applied, but nothing verifies fire compliance.

If someone did push it through, the huge surface area makes the cost of the coating unrealistic. A light gauge steel frame has many members, each with a large surface — this is not an item a residential building can carry.

The usual route: the section is protected by a build-up that was tested as a whole. Fire protective boards.

Fire design of the structure, carried out for the project and signed. Fire resistance design.

The problem with intumescent paint is not that it is a bad product — it is that for this range of sections there is no testing behind it. And extrapolation without testing is an assumption, not verification.