This Master thesis deals with the design of an aluminium hall in Koprivnica. The hall has a floor plan of 60 x 20 metres, a ridge height of 8.4 metres and a double-pitched roof with a slope of 22°. The thesis consists of an introductory part, in which the basic properties of aluminium as a structural material, its advantages and limitations compared to steel are discussed, and a project part, in which the design process of the aluminium hall is presented: Creation of the layout solution, load analysis, structural design and connection design. The SCIA Engineer 24 software package was used for the modelling, analysis and design of the structure. The analysis took into account the self-weight of the structure, additional loads from the roof cladding and installations as well as wind, snow and seismic loads, taking into account the location and intended use of the building. Finally, the design results were compared with manual calculations to confirm the applicability of the new generation of Eurocode 9. Aluminium has proven to be an excellent solution for temporary structures as it has a low weight in relation to its load-bearing capacity, which facilitates transport and assembly and reduces foundation construction costs. Corrosion is almost impossible for the aluminium and the remaining steel parts can be protected by galvanising, making the structure suitable for use in adverse environmental conditions. In addition, the structure can be dismantled and reused, making it a more economical solution compared to steel, especially for temporary buildings that are frequently relocated. It is common practise that such temporary structures, designed according to specific regulations, often remain in use longer than planned. This paper confirms that aluminium structures can meet the stringent requirements for permanent structures when the load influences are analysed in detail.