Design Timber-Concrete Composite Floors

Design timber-concrete composite floors in Europe to Eurocode 2 and Eurocode 5, combining a CLT panel with a concrete slab through real screw connector data rather than generic assumptions. Concrete, timber and connector capacity are checked together at both early and long-term stages, alongside deflection and vibration. A genuine opportunity to specify a floor system that combines timber's sustainability with concrete's stiffness. Try the calculator to get started.

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Standard: EN 1992-1-1:2004 (Eurocode 2), EN 1995-1-1:2004 (Eurocode 5), EN 1991:2002 (loading)

TCC

Timber–Concrete Composite (TCC) floor systems are gaining increasing attention as engineers seek solutions that combine the sustainability of timber with the stiffness and mass of concrete. By integrating a concrete slab with timber panels through mechanical connectors, TCC systems can significantly improve structural stiffness, vibration performance, and load-carrying capacity compared to timber-only floors.

Despite these advantages, designing timber–concrete composite floors remains complex. The structural behaviour depends on the interaction between timber, concrete, and the shear connectors that transfer forces between the two materials. This composite interaction must be carefully evaluated to accurately predict bending stiffness, internal force distribution, and long-term performance.

Under the Eurocode framework, TCC systems are typically designed using EN 1992-1-1 – Eurocode 2 (Concrete Structures) together with EN 1995-1-1 – Eurocode 5 (Timber Structures). Because composite timber–concrete floors are not covered by simplified “Deemed-to-Satisfy” provisions, engineers often rely on analytical approaches such as the Gamma Method or Extended Gamma Method to model partial composite action and verify structural capacity, serviceability, and connection performance.

The engineer's guide

TCC · Eurocode 2 & 5

The European Engineering Platform for Timber Concrete Composite (TCC) Design
Overview of Timber–Concrete Composite Systems
Geometry and Components
Design Methods
Loads
Vibration Methods
Screw Data
Design Checks

The European Engineering Platform for Timber Concrete Composite (TCC) Design

Concrete, Timber and Connection Capacity Check: ULS Verification at t = 0 and t = ∞.
Vibration Check: Multiple vibration methods included (Hamm et al. 2010, FP Innovations, prEN 1995:2023).
Deflection Check: Deflection diagrams available for each load case.
Screw Geometry Check: Screw spacing check.
Connection Design Capacity Check: Withdrawal, Tensile Failure and Axial Capacity of Screws.

Overview of Timber–Concrete Composite Systems

TCC systems combine timber structural members with a concrete slab connected through mechanical fasteners, increasing stiffness, load capacity, and vibration performance compared to timber-only floor systems. Calculator models: CLT timber panels, reinforced concrete slab, inclined screw connectors. Evaluates: concrete capacity, timber capacity, connection capacity, composite bending behavior, deflection performance, vibration response.

Design Codes: EN 1992-1-1:2004 (Eurocode 2), EN 1995-1-1:2004 (Eurocode 5). Loading Code: EN 1991:2002 (Eurocode 1).

Geometry and Components

Two components: CLT timber panel (carries tensile stresses), concrete slab (resists compressive forces, increases bending stiffness). Geometry: CLT panel layup, concrete slab thickness, reinforcement parameters, connector spacing, span length.

CLT panel via manual layer input: layer thickness, fiber orientation, timber grade, stacking configuration. Concrete layer: concrete grade, concrete thickness, cement type, relative humidity. Reinforcement: reinforcement strength, bar diameter, reinforcement spacing.

Design Methods

Extended Gamma Method
Equivalent Gamma Method

Determine effective bending stiffness of composite section, considering slip between timber and concrete layers. Additional parameters: composite stiffness factor, verification condition (t=0 and t=∞), material design factors.

Loads

Users define span length, support conditions, load distribution. Analysis determines: bending stresses, shear forces, composite section stresses, connector shear forces.

Vibration Methods

Hamm et al. 2010
FPInnovations
prEN1995:2023

Additional parameters: floor performance level, secondary width, damping ratio, walking frequency, floating screed stiffness, support condition.

Screw Data

Composite interaction achieved using inclined screw connectors. Manual input: screw type, tensile strength, associated density, nominal diameter, screw length, threaded length, inner thread diameter, tip length. Connection geometry: spacing along beam (a1), spacing across beam (a2), edge distance (a3), embedment length, connector position.

Design Checks

ULS (at t=0 and t=∞): Concrete capacity, Timber capacity, Connection design. SLS: Deflection, Vibration performance.

Frequently asked questions

TCC · Eurocode 2 & 5

Why use timber–concrete composite floors?

Timber–concrete composite floors combine the sustainability of timber with the stiffness and mass of concrete. This improves structural stiffness, vibration performance, and load capacity compared to timber-only floors.

Why are mechanical connectors critical in TCC design?

Mechanical connectors control the shear transfer between the concrete slab and the timber member. Their stiffness and spacing determine how effectively the two materials act together as a composite section.