Eureka! Institutional Repository

The purpose of the present work is to bring to light the subject of a major project whose main creator is the Civil Engineer, through a thorough approach to the design and expansion of the construction of a steel roof, at a football stadium. It should be emphasized here that one of the thorniest problems in engineering science is the design of large aperture constructions. Consequently, the housing of sports venues and in particular without the use of intermediate supports make the design phase clearly very important. Regarding the study of steel roofing we delve into issues of static competence first and hence methods of calculation through a corresponding finite element program (SOFISTIK) and then having ensured the stability of construction we enter into project implementation issues, always taking into account specific design considerations. we refer in particular to Eurocode 3 (EN 1993: Eurocode 3 - Design of Steel Bearings). It is also known that the effect of increasing length on static behavior especially of horizontal bodies is adverse. As a result, we end up with particularly strong cross-sections in large openings resulting in the weight of the bearing structure being increased and the cross-section being the most critical design element. Consequently, we are led to form a large static height cross-section to receive external loads which results in the total weight of the large carrier apertures being at the plane level. The result of all this is the necessary research and design of weight consignment to work on both the safety of the construction and the physical integrity of the assemblers.