Lateral torsional buckling is the deflection of a loaded member in its so-called weak direction, perpendicular to the plane of bending, combined with a twist of the cross section. The beam does not simply sag downwards as intended: it also moves sideways and rotates about its own length. The Dutch term for it is kip.

The classic example

Lay a plank on edge across a ditch. On edge it is far stiffer in the load direction than flat, so it hardly sags. But as soon as you step on it, the top edge moves sideways and the plank flips over. That flip is lateral torsional buckling: the member does not fail because the material is too weak, but because the shape is unstable.

What causes it

It occurs when two properties come together:

That is why tall steel I-beams, slender glulam beams and deep timber joists are susceptible, while a closed box or tube section is much less so.

How it is prevented

Points to watch on site

Related terms

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