Idaho Central Credit Union Arena
Long-span Timber Sports Arena
The University of Idaho basketball arena models the use of timber in long-span sports facilities in North America.
The 4,000-seat arena is the new home for the Vandal's varsity basketball teams and a gathering place for a variety of school and community events.
StructureCraft joined the consultant team at concept design as the Structural Engineer of Record for the timber superstructure, taking on responsibility for both gravity and lateral load resisting systems, including seismic design.
The roof is a doubly curved plywood diaphragm supported by hybrid timber/steel trusses, carefully proportioned for both aesthetics and structural efficiency. The engineering team with the architect developed, shaped and optimized the curved roof for fabrication and constructability, enhancing the architectural vision, while meeting the numerous constraints and challenges associated with a doubly curved structure.
One of the many unique features of this project is the efficient timber/steel portal frame that spans 120’ to allow for viewing from the secondary seating at the practice rink. The entire frame was pre-assembled on site into three large components to minimize work at height. Complex timber engineering was required to design the thrust connection between beam and column to transfer over 450,000 lbs. of compression.
Local Glulam was used for most of the project, and two different manufacturers in Idaho produced the curved Glulam. This was a significant challenge, as they had not previously worked with the tolerances required for this scale of project. Our structural 3D model produced all the geometry and shop drawings required to produce the curved Glulam shapes, each of which had a unique curvature.
Our skilled shop team used in-house CNC capabilities along with layout optimization to cut the desired shapes out of the actual curved billets we received from the Idaho manufacturers. We also “test fit” each of the major assemblies in our shop, ensuring fit prior to shipping the components to site.
The entire portal frame was pre-assembled on site into three large components weighing over 50,000 lb. to minimize work at height.
The kingpost trusses span over 150 ft. across the main arena. One of the key challenges was installation of these heavy elements with a crane in the bowl. A parametric model of the trusses was created using genetic algorithms to perform a structural optimization on the trusses, while respecting aesthetic numerous objectives. This created structural efficiency and, importantly, reduced weights of the prefabricated pieces. This also allowed the project budget to be maintained.