
Hybrid and composite frame structures
Hybrid and composite frames combine materials, steel, concrete and timber, so each does the job it does best. We design hybrid and composite structures for clients across the UK.
What is a composite floor?
A steel beam and a concrete slab connected by shear studs so they act as one deep member. The concrete works in compression and the steel in tension, giving a shallower, stiffer, longer-spanning floor with less steel than the beam alone, designed to BS EN 1994.
Composite action: making two materials one
Composite construction connects two materials so they act as a single member and share load according to their strengths. The classic example is the composite floor: a steel beam supports a concrete slab, and shear studs welded to the top of the beam lock the two together so the concrete works in compression while the steel works in tension. Because they act as one deep section rather than two separate ones, a composite beam is far stiffer and stronger than the steel beam alone, which allows shallower floors, longer spans and less steel. The concrete slab also does double duty as the floor diaphragm that carries wind load to the stability system.
The design turns on the connection between the materials, because without it there is no composite action, just two members sliding past each other. We design the shear studs or connectors for the horizontal shear that flows between the slab and the beam, and we account for the sequence: the steel beam often carries the wet concrete alone before it cures, then acts compositely for everything added afterwards. Composite columns, steel sections encased in or filled with concrete, are designed the same way, with the concrete adding compression capacity and fire resistance while the steel adds tension capacity and speed of erection. All of this is designed to the composite Eurocode, BS EN 1994.
Hybrid frames: the right material in the right place
A hybrid frame goes further and mixes whole systems, using each material where it earns its place. A common arrangement puts a concrete core, with lifts and stairs, at the centre of a building to provide stability and fire-resisting escape routes, and hangs a lighter steel or timber frame off it for the floors, so the stiff, heavy concrete does the stabilising and the light frame keeps the floors fast to build. Timber floors on steel beams, steel transfer structures under concrete or timber upper floors, and concrete lower storeys under a timber superstructure are all hybrids chosen to suit loads, spans, acoustics, fire and carbon at each level.
The engineering challenge in a hybrid frame is the interfaces and the differences in behaviour between materials. Steel, concrete and timber move, creep and respond to temperature and moisture differently, so we design the connections between systems to transfer load while accommodating that relative movement, rather than forcing dissimilar materials to move together and cracking the joint. We also trace the load path through the changes of material, making sure the stiffness of the stabilising element, usually the concrete core, is matched to the flexibility of the frame it supports, and that the whole assembly acts together under wind and gravity.
Where hybrids suit, and their limits
Hybrid and composite frames suit almost any building where a single material would be a compromise: offices and residential towers with concrete cores and steel or timber floors, long-span floors where composite beams give depth and stiffness for less steel, and mixed-use buildings that need heavy, durable lower storeys under lighter upper ones. They let a project cut weight, depth, cost or embodied carbon by putting each material where it performs best, and they are increasingly used to bring timber into taller and longer-span buildings that timber alone could not reach.
The limits are coordination and detailing rather than capacity. A hybrid needs more design effort at the interfaces, careful sequencing on site, and clear responsibility where trades and materials meet, so it rewards thorough design and can suffer from poor coordination. Fire and moisture must be handled consistently across materials, and the different tolerances of steel, concrete and timber have to be reconciled so parts actually fit together on site. We design the composite members to BS EN 1994 and the individual systems to their own Eurocodes, and we concentrate on the junctions so the mixed structure behaves as one.
What we check.
The points our calculations resolve for a project like this.
- Composite beam design with shear studs to BS EN 1994, including the construction sequence
- Composite column design, encased or concrete-filled, for load and fire
- Choice of material for each element to suit load, span, acoustics, fire and carbon
- Stability from a concrete core matched to the flexibility of the supported frame
- Connections between dissimilar materials that transfer load while allowing relative movement
- Load path traced through changes of material, with consistent fire and moisture detailing
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 is a composite floor?
A steel beam and a concrete slab connected by shear studs so they act as one deep member. The concrete works in compression and the steel in tension, giving a shallower, stiffer, longer-spanning floor with less steel than the beam alone, designed to BS EN 1994.
Why mix materials in one building?
So each material does what it does best. A concrete core can provide stability and fire-resisting escape routes while a lighter steel or timber frame keeps the floors fast to build. Mixing systems can cut weight, depth, cost or embodied carbon compared with a single material.
What is the hardest part of a hybrid frame?
The interfaces. Steel, concrete and timber move, creep and respond to moisture and temperature differently, so the connections between systems must transfer load while allowing that relative movement. We concentrate the design effort on those junctions.
Can hybrid frames use timber in tall buildings?
Yes. Combining timber with a concrete core or steel transfer structures brings timber into taller and longer-span buildings than timber alone could reach. We design the timber, steel and concrete elements to their Eurocodes and the composite parts to BS EN 1994.
Related in structural frames & systems.
Tell us what you are building.
Send the drawings or describe the project. We confirm scope, deliverables and a realistic timescale.
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