Long span structures
These systems incorporate facility for integration of large building services.
The merit of each of these systems depends on span, cost, degree of service integration, future adaptability etc.
Cellular beams
Perforations lighten sections and provide routes for building services.
| Usual maximum span | 15 m |
| Beam depth | Span/22 |
Haunched beams
Rigid connections reduce overall beam depth.
| Usual maximum span | 18 m |
| Beam depth | Span/30 |
Fabricated beams
Fabricated beams are usually used where long spans are required. The section is fabricated from three plates welded together to form an I-section. It is possible to design these sections with web openings to allow for service integration.
| Usual maximum span | 15 m |
| Beam depth | Span/20 |
Composite trusses
Trusses connected to floor slab using welded shear studs. Trusses may use tee, angle or hollow sections.
| Usual maximum span | 30 m |
| Beam depth | Span/15 |
Stub girders
Short beam sections are welded to the top of beams and support the floor slab. Service may pass through voids.
| Usual maximum span | 20 m |
| Beam depth | Span/15 |
Tapered beams
Tapered sections provide service zone adjacent to columns.
| Usual maximum span | 25 m |
| Beam depth | Span/20 |





