Sportshall “Corni” in Modena, Italy

The Sportshall “Corni” posed several engineering and architectural challenges. The design required tapered vertical elements in the glulam portals to reduce the visual mass of the structure while maintaining structural integrity. This balance was achieved through close collaboration between engineers and architect Bruno De Pietri.

Coordination with the concrete foundations was critical, as the timber superstructure had to integrate seamlessly with the on-site footings. The project also required custom steel connections capable of handling significant loads while meeting strict aesthetic requirements.

Structural Analysis and Design

Ergodomus Timber Engineering implemented a 100% BIM workflow, which enabled seamless collaboration, precise coordination, and reduced errors among all project stakeholders. The digital model served as a single source of truth throughout the design and construction phases.

The glulam timber portals span 25.5 m (83.7 ft) using beams with a depth of 2.2 m (7.2 ft). Tapered vertical elements were carefully analyzed for structural stability while maintaining visual refinement. Structural analysis was performed in RFEM 5, using the RF-DYNAM Pro add-on module to account for dynamic effects and ensure stability under all load conditions.

Custom steel connections were designed and modeled to accommodate all structural forces and architectural requirements. Innovative design solutions allowed for the partial concealment of vertical elements, contributing to a sleek and refined appearance. Close collaboration with the builder and architect ensured that the timber superstructure integrated seamlessly with the on-site foundations, resulting in a Sportshall that is both structurally sound and visually compelling.