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Built-up (boxed) sections

Jambs beside openings, heavily loaded wall sections, joist ends, column ends — a single section would not be enough at these points.

Two C sections back to back give a nearly symmetrical cross-section; nested, they give a more closed one. Both improve resistance to flexural-torsional buckling considerably. Flexural-torsional buckling.

A stronger member is built from the same profile instead of introducing a new cross-section.

The two webs lie against each other. The result is a doubly symmetrical, I-like cross-section with good bending and torsional behaviour.

One section fits inside the other, giving a more closed shape. Space-efficient, and it fits the build-up better.

Where extra capacity is needed, a closed section can be formed with plates.

Two sections sitting next to each other do not act together. That takes interconnection, at the right spacing.

If the interconnection is sparse:

  • the two sections buckle separately and the system does not reach the expected capacity,
  • shear force develops in the connections, which can overload the screws.

So the spacing of the interconnection is a designed value, not an installer’s decision.

  • Wider screw spacing than the drawings show.
  • Interconnection only at the ends, nothing in the middle.
  • Building up two sections of different thickness, contrary to the design.

All of these quietly degrade the structure: to the eye everything looks fine.

Where a built-up member receives load, that load has to be passed to both sections. A connection that attaches to only one web does not use the build-up.

Building up is not about quantity of material but about acting together. The spacing of the connections is what turns two profiles into one stronger member.