RFEM model of a glued-laminated timber production hall under construction in Ukraine's Ivano-Frankivsk region.
Case Study

Long-Span Glulam Timber Production Hall Designed with RFEM

Designing a 28-Meter Timber Frame Down to the Critical Nodes

The production hall had to span 28.0 m with a frame spacing of 7.2 m to accommodate large woodworking machines, all supported by glued-laminated timber columns and truss-like roof girders. The real difficulty lay in the highly stressed eaves (support) connections: verifying both the overall stability of the long-span structure and the local stress state at these critical nodes is very hard to do reliably with simplified hand calculations. The design also had to account for the cast-in-place single foundations and the supporting soil, so the load path from roof to ground needed to be captured in one consistent analysis that the reviewing authorities could trust.

One FE Model from Roof Girder to Subsoil

RFEM allowed Dmytro Matiushchenko to build the entire hall as a single finite element model, accurately representing the long-span truss elements and the demanding eaves connections while running code-based verification according to Eurocode 5. The flexibility of the FE model made it possible to combine the glued-laminated timber frame, the reinforced concrete foundations, and the subsoil in one environment: the single foundations were modeled in cast-in-place concrete, and the soil was represented with the Geotechnical Analysis add-on. With the timber, steel, and geotechnical add-ons working on the same model, both the global stability and the local stress state at the critical nodes could be checked with confidence, something that would otherwise be very difficult to achieve reliably.

Advantages of Using Dlubal Software

  • Flexible FE modeling for complex timber geometry – curved glulam frames, truss girders, and CLT panels can be modeled freely while still receiving reliable Eurocode 5 verification.
  • True hybrid modeling in one file – timber, steel, and reinforced concrete are combined in a single model, with the subsoil added through the Geotechnical Analysis add-on.
  • Automatic cross-section optimization – the timber design add-on optimizes sections automatically, saving significant time on long-span members.
  • Ready-to-use reports – high-quality, informative output that requires no additional rework by the structural engineer before submission.

Modeling the Long-Span Frame and its Critical Connections

The load-bearing structure is a timber frame of glued-laminated timber columns and truss-like roof girders, spanning 28.0 m at a 7.2 m frame spacing across a hall measuring 57.0 × 28.4 m and 8.5 m high. RFEM allowed the whole frame to be represented accurately, right down to the eaves connections where the stresses concentrate.

Rather than isolating members for separate hand checks, Dmytro Matiushchenko verified the overall stability of the structure and the local stress state at the critical nodes in the same model. This combined view of global behavior and local detail is exactly where a full FE model outperforms simplified calculations, and it gave a clear, defensible picture of how the roughly 115-tonne timber structure performs under load.

Extending the Analysis to Foundations and Subsoil

The hall is supported on single foundations made of cast-in-place concrete in reinforced concrete construction. Because RFEM handles timber, steel, and reinforced concrete in one environment, the foundations were designed as part of the same continuous workflow instead of being handed off to a separate tool.

To close the load path all the way to the ground, the soil was modeled directly in RFEM using the Geotechnical Analysis add-on. Alongside the code-based checks, features such as automatic cross-section optimization, results visualization, and fast load-combination generation kept the workflow efficient, while the informative reports supported a smooth review of the ultimate limit state.