254 x 254 x 73 Universal Column
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The first of the 254 series, where universal columns move out of domestic work and into commercial framing.
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Send us your engineer’s drawings and we’ll work out quantities and price in one go — steel cut, drilled and finished to your specification and delivered direct to site.
254 x 254 x 73 dimensions and weight
| Size | Weight | Depth | Width | Web Thickness | Flange Thickness |
|---|---|---|---|---|---|
| (mm) | (kg/m) | (mm) | (mm) | (mm) | (mm) |
| 254 x 254 | 73 | 254 | 254 | 8.6 | 14.2 |
| Length | 6m | 7.5m | 9m | 12m |
|---|---|---|---|---|
| Total weight | 440kg | 550kg | 660kg | 880kg |
Approximate total weight by length — this is what determines how the column is offloaded and lifted into place.
What is a 254 x 254 x 73 used for?
This is where universal columns leave domestic work behind. The 254 x 254 x 73 shows up in commercial framing, in larger mixed-use buildings, and occasionally on big residential schemes carrying long spans and heavy floor loads over open ground floors. It is 254mm square with 14.2mm flanges. Stocky. That matters, because a squat column is far less troubled by buckling than a slender one, so the calculations tend to be governed by the load itself instead of by how tall and unrestrained the section is. Columns at this scale are always part of a designed frame, with connections, base plates and holding-down bolt layouts specified together.
At this weight a column is part of a designed frame rather than a domestic alteration, so it is priced from fabrication drawings alongside the rest of the steel.
Why a column is not just a beam stood on end
A universal column is close to square — this one is 254mm deep by 254mm wide — while a universal beam of similar weight is much deeper than it is wide. That difference is the whole point. A beam is designed to resist bending across a span, so depth is what it needs. A column mostly carries load straight down its length, and its enemy is buckling sideways, so it needs similar stiffness in both directions rather than a lot in one.
It is why swapping a UB for a UC of the same weight is not a like-for-like substitution in either direction, and why columns are specified by section rather than by weight alone.
What decides the size
Three things govern a column, and only one of them is the load.
- Effective length. How tall the column is between points where it is genuinely held. A tall unrestrained column carries far less than a short one of the same section.
- End restraint. How the column is fixed top and bottom. A column pinned at both ends behaves differently from one built in, and the assumption made in the calculations has to match what actually gets built.
- How the load arrives. A beam framing in on one side applies its reaction off-centre, which adds bending to the compression. Two beams balanced either side do not.
This is why there is no column equivalent of a span table, and why we do not publish one. A 254 x 254 x 73 that is comfortable in one position can be inadequate a metre taller or with a different connection at the top.
Grades, lengths and finishes
The 254 x 254 x 73 is normally supplied to BS EN 10025-2 in S275JR or S355JR. S355 is the higher strength grade and is increasingly the default across the supply network; if your calculations specify one grade, tell us, because the two are not interchangeable. Mill certificates can be supplied with the order on request.
Columns are supplied cut to your lengths rather than as standard mill lengths, and we can arrange:
- Welded base plates, cap plates and cleats — the parts that make a column installable
- Drilling and holes for holding-down bolts and beam connections
- Cutting to size — supplied ready to install
- Painting and priming, including intumescent coatings for exposed columns
- Galvanising for external or exposed positions
Base plate details matter more on a column than almost anything else we are asked to fabricate. The plate spreads the whole load into the foundation, and the holding-down bolt positions have to be agreed before concrete is poured rather than after.
Delivery
A 6m length of 254 x 254 x 73 weighs approximately 440kg. At that weight lifting arrangements need to be settled at design stage, not on delivery day, and temporary propping should already be in place. We deliver direct to site across London, the South and the Midlands, with HIAB lorry crane offload available on request. Columns are usually needed inside the building rather than at the kerb, so if the route in is tight — a terraced passage, a stairwell, limited headroom — tell us at quote stage and we will plan the delivery around it.
Other sizes in the range
| Size | Weight | Flange | |
|---|---|---|---|
| Previous | 203 x 203 x 86 UC | 86 kg/m | 20.5mm |
| Next | 254 x 254 x 89 UC | 89 kg/m | 17.3mm |
Also searched as: 254x254x73, 254 x 254 x 73 UC, UC 254x254x73, 254×254 UC73. Universal columns are also called UC sections, I-sections or, loosely, steel posts — and older drawings may show them as UB or “universal bearing pile” sizes, which are a different section entirely.
- All universal column sizes
- Universal beams (UB) — where the load spans rather than bears straight down
- RSJ beams
- Steel hollow sections — often the alternative where a column is on show
Common questions
What does 254 x 254 x 73 actually mean?
The first two figures are the nominal depth and width of the section in millimetres — 254mm by 254mm. The third is the weight in kilograms per metre, 73kg/m. Actual dimensions vary slightly from the nominal serial size as the section gets heavier: this one measures 254mm by 254mm.
How much does a 254 x 254 x 73 weigh?
73kg per metre. A 6m length is therefore around 440kg. Base plates and cap plates add to that, sometimes considerably on the heavier sections.
Can I use a universal beam instead?
Only if your engineer says so. UBs are sometimes used as columns and UCs are sometimes used as beams, but the two sections behave differently and the substitution has to be checked rather than assumed. Matching the weight per metre is not the same as matching the capacity.
Do you supply the base plates welded on?
Yes, fabricated to your engineer’s connection details. Send the drawings and we will price the column and the fabrication together. We work to supplied details and do not design the connection.
Is this the right size for my job?
We cannot tell you that. A column depends on its effective length, how it is restrained top and bottom, and how the load arrives — which is why Building Control requires calculations from a structural engineer. Once you have those, send them over and we will price the steel.
Ready for a price?
Send your engineer’s drawings or a cutting list and we’ll come back with quantities and a price. Large and small orders both welcome.
Dimensional data shown is nominal and for guidance. Column sizing depends on effective length, restraint and loading, and must come from a structural engineer.

