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Cross-laminated timber (CLT) is typically used as part of an integrated construction system, rather than as a standalone material. A CLT construction system describes how panels are configured to carry gravity and lateral loads, how forces are transferred through connections, and how the building is assembled on site.
This article outlines the main CLT construction system typologies used in Australian building practice, and the key structural and construction principles that differentiate them.
TBC
CLT panels may perform one or more structural roles within a building, including:
The way these roles are combined defines the overall construction system. Unlike framed construction, CLT systems rely heavily on panel action and connection behaviour, making early system selection and coordination critical.

Figure 1: Axonometric Diagram of CLT Construction Systems
In loadbearing wall systems, CLT panels act as vertical structural elements supporting floors, roofs, and walls above.
Gravity loads are transferred directly through stacked wall panels to foundations or transfer structures. Lateral loads are resisted through CLT shear walls, with floor and roof panels acting as diaphragms to distribute forces between walls.
This system is commonly applied in:
Loadbearing CLT wall systems offer efficient prefabrication and clear structural behaviour, but they require early decisions on wall locations, openings, penetrations, and service zones.
CLT panels are widely used as floor and roof elements, spanning between walls, beams, or columns.
Panels may be designed to span:
In addition to carrying gravity loads, CLT floors and roofs often act as structural diaphragms, transferring wind or seismic loads to vertical resisting elements such as walls or cores.

Figure 2: CLT During Installation
Serviceability performance, including deflection, vibration, and acoustic response, is often a key design driver for CLT floor systems and influences panel thickness, span limits, and build-ups.

Figure 3: Diagram of they Murray Grove Construction System
Many CLT buildings use hybrid systems, where CLT panels are combined with other structural materials to suit project-specific requirements.
Common hybrid arrangements include:
Hybrid systems allow designers to optimise material use, manage spans and building height, and integrate CLT into broader construction methodologies.
Lateral stability in CLT buildings is typically provided by:
The overall lateral system relies on:
Connections play a central role in controlling system behaviour and are often the governing element for strength, stiffness, and deformation capacity.
CLT construction systems depend on well-designed interfaces between:
Connections must accommodate gravity loads, shear forces, uplift, and differential movement, while also responding to fire, acoustic, and durability requirements. As a result, connection design is closely tied to the selected system typology.
CLT systems are typically characterised by a high degree of prefabrication. Panel sizes, lifting strategies, and erection sequencing are influenced by:
System selection directly affects construction methodology, including whether the building is erected in a platform-style sequence or through larger panelised assemblies.
The most suitable CLT construction system for a project depends on:
Early commitment to a clear system strategy is critical to achieving the intended performance and construction outcomes.