Structure
To support the roof and shape of the pergola, double T-section steel beams and columns have been used. The rafters supporting the roof are made of cold-formed cross-sections; the roof itself consists of a thermoacoustic sheet with a ventilation monitor, resting on the main structure.
Structural Analysis
The structural modeling and analysis was carried out in RFEM 6, optimizing the design using the Steel Design add-on, thus verifying the safety and compliance with all the ultimate and service limit states required in the standard.
| Location | Rafael Landívar University, Plaza Edificio L, Campus San Francisco de Borja S.J., Guatemala City, Guatemala |
| Promoter | Rafael Landívar University |
| Structural Design | Eng. Enrique de León |
| Contractor | EJF Proyectos, CINDU Guatemala |
| Architectural Design | Arquitectos Asociados |
