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Hot-rolled sections: the basics

  • I and H sections: the classic beams and columns. The I is optimised more for bending, the H more for compression.
  • Channels: at edges, perimeters, or built up.
  • Angles: web members, bracing, secondary elements.
  • Hollow sections: square, rectangular, circular. Excellent torsional stiffness and a clean appearance.
  • Bar and flat: secondary members, plates.

Because the cross-section is stocky: the plate elements are thick relative to their width, so buckling generally does not limit.

It follows that most of the cross-section works at full value and design can go to the strength of the material — the stability questions appear at global level (buckling, lateral-torsional buckling), not at plate-element level.

That is the main difference from thin-walled sections. Cold-formed and hot-rolled steel.

Where a thin-walled section is no longer economic.

Column ends, large transfer members, supporting plant.

Thick plate, familiar connection types.

A thick section can be protected with a coating, and there are verified solutions for that — unlike with a thin-walled section. The limits of intumescent coatings.

Substantially heavier, which matters for the foundations and for rooftop additions.

Workshop work, welding, craneage — greater organisational demands.

Where the extra capacity is not needed, the thin-walled solution is cheaper.

A separate standard covers the fabrication and execution of hot-rolled steelwork, with execution classes. EN 1090 and execution classes.

Hot-rolled steel is the technology of large loads and long spans. Where those are not needed, the thin-walled solution reaches the same result with less material.