
Cross-laminated timber (CLT) structures
Cross-laminated timber builds walls, floors and roofs from large engineered panels that carry load in two directions. We design CLT structures for clients across the UK.
What makes CLT different from ordinary timber?
The layers are glued at right angles to each other, so a CLT panel is strong in two directions and works as a solid plate, not a one-way beam. That lets floors and walls be built from large engineered panels that are both the structure and the enclosure.
How CLT carries load
Cross-laminated timber is made from layers of softwood boards glued in alternating directions, each layer at right angles to the one below, usually in three, five or seven plies. That cross lamination is the point: because half the boards run one way and half the other, a CLT panel is stiff and strong in both directions in its plane and can act as a two-way spanning plate rather than a one-way beam. A building made from CLT is a set of solid panels, floor plates spanning between walls, and wall panels stacked to carry the floors down to the foundations, so the panels are both the structure and the enclosure.
Floor panels carry gravity load in bending and shear like a solid slab, and we size them to Eurocode 5 for strength and, just as importantly, for deflection and rolling shear, a shear failure across the grain of the cross layers that is peculiar to CLT and often governs the panel thickness. Wall panels carry vertical load in compression, and because they are solid they also work as shear walls in their own plane. Loads run down through direct bearing from panel to panel, so the load path is short and clear, and the panels double as the racking and diaphragm elements the building needs.
Connections, stability and vibration
In a CLT building the connections do the work that welds and bolts do in steel, and they define both the strength and the stiffness of the structure. Panels are joined with self-tapping screws, angle brackets, hold-down straps and spline joints, and these have to transfer floor loads into walls, tie walls down against wind uplift and overturning, and stitch floor panels together so they act as a single diaphragm. We design the screw patterns, brackets and hold-downs for the forces at each junction, paying particular attention to overturning of shear walls, where the tension hold-down at the leading edge often governs.
Two behaviours need specific attention in CLT. Vibration and deflection frequently govern floor panels rather than raw strength, because occupants notice a floor that feels lively long before it is anywhere near failing, so we check the fundamental frequency and control deflection tightly. Compression perpendicular to the grain at bearings, where a wall sits on a floor panel that sits on the wall below, can crush the soft cross layers, so bearing stresses are checked and, in taller CLT buildings, the cumulative crushing and shrinkage across many floor zones is allowed for so the building does not settle unevenly.
Where CLT suits, and its limits
CLT suits residential blocks, schools, offices and any building where a fast, dry, low-carbon structure is wanted. Panels are cut to size off site from digital models, including openings for windows and services, then craned into place and screwed together, so erection is quick, quiet and light on the foundations because timber weighs a fraction of concrete. The exposed timber can be left visible as the finish, and the low self-weight often allows a simpler substructure or an extra storey on the same ground.
The limits are real and are designed for, not ignored. Timber burns, but CLT chars predictably, so panels are sized with a sacrificial charring allowance to keep the residual section strong for the required fire period, and encapsulation with plasterboard is used where exposed timber is not acceptable. Moisture must be controlled during construction and in service, since wetting swells and degrades the panels, and acoustic separation between flats needs careful detailing because bare CLT transmits sound. We resolve fire, moisture, acoustics and movement at design stage so the panels perform for the life of the building.
What we check.
The points our calculations resolve for a project like this.
- Panel sizing to Eurocode 5 for bending, shear and rolling shear
- Floor deflection and vibration, which often govern over strength
- Compression perpendicular to grain at panel bearings, and cumulative crushing in tall CLT
- Connection design: screws, brackets, hold-downs and spline joints
- Shear wall overturning, diaphragm action and stability against wind
- Fire charring allowance, moisture control and acoustic separation
From enquiry to sign-off.
Enquiry
Send drawings or describe the problem. We confirm the scope, the deliverables and a target timescale.
Information
We agree the survey, drawings or data we need and any site access required.
Engineering
Design, calculation or assessment to the relevant Eurocodes and UK National Annex.
Issue
A clear, defensible report or set of calculations, with assumptions and limitations stated.
Common questions
What makes CLT different from ordinary timber?
The layers are glued at right angles to each other, so a CLT panel is strong in two directions and works as a solid plate, not a one-way beam. That lets floors and walls be built from large engineered panels that are both the structure and the enclosure.
Does CLT deflect or bounce?
Deflection and vibration often govern CLT floor design, because a lively floor is noticed long before it is unsafe. We check the panel's stiffness and fundamental frequency and control deflection tightly, so the finished floor feels solid underfoot.
Is CLT safe in a fire?
Yes, when designed for it. CLT chars at a predictable rate, so panels are sized with a sacrificial charring allowance that keeps the inner section strong for the required fire period, and plasterboard encapsulation is used where exposed timber is not acceptable.
How tall can a CLT building be?
CLT is used for residential and commercial buildings of several storeys, and taller where hybrid solutions are added. As height grows we pay close attention to shear wall overturning, cumulative crushing across floor zones and stability, which we design to Eurocode 5.
Tell us what you are building.
Send the drawings or describe the project. We confirm scope, deliverables and a realistic timescale.
Start a project




