Structural Tees cut from Universal Beams (Tee) - Section Properties Table

What is in the Tee table

This page lists every Structural Tees - cut from UB size to BS EN 10365:2017, with the full set of section properties for each one. The table is sortable on any column and searchable by designation, and each size links to its own page with the complete property set, a worked capacity check and dimensions for detailing.

Sizes in this table

68

Mass range (kg/m)

11.0 to 136.6 - from Tee 102×127×11 up to Tee 312×267×136

Depth range (mm)

101.5 to 338.9

Major-axis stiffness, I (cm⁴)

131 to 12,400 - a factor of 95 across the range

Published to

BS EN 10365:2017

The spread is worth noticing: the heaviest Tee weighs 12.4x the lightest but carries roughly 95x the major-axis stiffness. Bending stiffness grows far faster than weight, which is the whole reason the range is shaped this way - going deeper buys stiffness much more cheaply than going heavier.

How to read a Tee designation

A structural tee is cut from a parent I-section, so its designation carries the parent's size and the tee's own mass - Tee 152×229×34. The table above lists the parent each size is cut from.

Because the section is cut along the web, a tee is singly symmetric: its centroid sits close to the flange, and the two elastic moduli at the flange face and at the toe are very different. Both are tabulated - use the one that matches the fibre you are checking.

What each column in the table means

The table above publishes 17 properties for every Tees (from UB) size. These are the ones that decide a design:

Mass per metre

Self-weight of the section, and the basis on which steel is bought - so it is the first cost signal when comparing two sections that both pass.

Cross-sectional area, A

Governs axial capacity and, with mass, tells you how efficiently the shape uses its steel.

Second moment of area, I (major axis)

Resistance to bending about the strong axis. It is what deflection is proportional to, so a serviceability check is driven by this number rather than by strength.

Second moment of area about the minor axis

The weak-axis stiffness. It sets lateral-torsional buckling behaviour and matters whenever the compression flange is not continuously restrained.

Plastic section modulus, Wpl

Moment capacity once the whole section has yielded - the value used for Class 1 and 2 sections, and typically 10-20% above the elastic modulus.

Radius of gyration, i

The slenderness term: effective length divided by i gives the slenderness that drives buckling. The minor-axis value normally governs a column.

Buckling parameter, u

A Blue Book shortcut that condenses the section geometry used in the lateral-torsional buckling check.

Torsional index, x

Approximately depth divided by flange thickness; a high value means a slender, torsionally soft section.

Every one of these is a property of the shape alone. None of them depends on the steel grade - grade enters only when a property is multiplied by a design strength to give a capacity, which is what the Capacity tab above does.

Choosing a Tee size

Which property governs depends on what is being checked, and it is rarely the one people reach for first:

Bending strength

Compare plastic modulus Wpl for Class 1 and 2 sections, elastic Wel for Class 3. Depth buys this cheaply.

Deflection

Compare second moment of area I. A section that passes strength can still fail serviceability, and this is usually the check that decides the size.

Compression

Compare the MINOR-axis radius of gyration. A deep section with a narrow flange is efficient in bending and poor as a column.

Torsion

Compare J. If the load is genuinely torsional, a closed section beats an open one so decisively that the comparison is rarely close.

Cost

Compare mass per metre first, then surface area per metre - protective treatment is charged by area, not weight.

Elastic section modulus

$W_{el} = \frac{I}{c}$

Radius of gyration

$i = \sqrt{\frac{I}{A}}$

Slenderness

$\lambda = \frac{L_{cr}}{i}$

Open the Capacity tab above with a size selected to run these as a full EC3 check rather than comparing the raw properties by eye.

Common questions about Tee sections