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s of Acta Technica Napocensis: Civil Engineering & Architecture, Vol. 53, 2010 OMAGIU Profesorului Panaite MAZILU (Pages 7-8) Traian ONEŢ (Short communication) LAUDATIO Profesorului consultant dr.ing. Victor GIONCU Facultatea de Arhitectură, Universitatea ”Politehnica” Timişoara (Pages 9-11) Traian ONEŢ (Short communication) Steel Box Members Subjected to Compression (Pages 12-23) Petru Moga , Ştefan I. Guţiu, Octavian Ilea Abstract In this paper are presented two numerical examples to evaluate the compression resistance of box section members made-up by stiffened plates and a comparative analysis are performed taking into account the similar non-stiffened sections. The design procedure is performed in accordance with EN 1993-1-1. Eurocode 3: Design of steel structures. Part 1-1: General rules and rules for buildings and EN 1993-1-5. Eurocode 3: Design of steel structures. Part 1-5: Plated structural elements, respectively the Romanian equivalent standards.