203 x 203 x 86 Universal Column
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The heaviest 203 in normal use. At this point the column is carrying serious accumulated load.
Get a price on this size
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.
203 x 203 x 86 dimensions and weight
| Size | Weight | Depth | Width | Web Thickness | Flange Thickness |
|---|---|---|---|---|---|
| (mm) | (kg/m) | (mm) | (mm) | (mm) | (mm) |
| 203 x 203 | 86 | 222 | 209 | 13.0 | 20.5 |
| Length | 6m | 7.5m | 9m | 12m |
|---|---|---|---|---|
| Total weight | 520kg | 640kg | 770kg | 1030kg |
Approximate total weight by length — this is what determines how the column is offloaded and lifted into place.
What is a 203 x 203 x 86 used for?
At 86 kg per metre with 20.5mm flanges, this is the heaviest 203 in normal use, and it is taking accumulated load from several storeys or one very concentrated point. The practical problems arrive early with a section like this. Getting a column of this weight into position inside a building that is still standing is a genuine constraint, and the base detail has to spread a very large load into a foundation that may need designing around the column instead of the other way about. If your calculations have landed here, raise the foundation design and the site access in the same conversation, because they will interact.
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 222mm deep by 209mm 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 203 x 203 x 86 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 203 x 203 x 86 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 203 x 203 x 86 weighs approximately 520kg. 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 71 UC | 71 kg/m | 17.3mm |
| Next | 254 x 254 x 73 UC | 73 kg/m | 14.2mm |
Also searched as: 203x203x86, 203 x 203 x 86 UC, UC 203x203x86, 203×203 UC86. 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 203 x 203 x 86 actually mean?
The first two figures are the nominal depth and width of the section in millimetres — 203mm by 203mm. The third is the weight in kilograms per metre, 86kg/m. Actual dimensions vary slightly from the nominal serial size as the section gets heavier: this one measures 222mm by 209mm.
How much does a 203 x 203 x 86 weigh?
86kg per metre. A 6m length is therefore around 520kg. 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.

