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  • 1 Széchenyi István University Department of Structural Engineering Egyetem tér 1 H-9026 Győr Hungary
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The aim of this research work is the analysis of the dimensioning of EC’s of the vertical bearing structures of buildings, within the framework. In the beginning the bearing resistance of spread foundation is analyzed. The aim is to evaluate the method of EC-7 in the light of the safety to be demanded according to the current standard and reliability method. The current work describes the opportunity of determining this latter.

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