Preliminary communication

Analysis of eccentrically loaded rectangular reinforced-concrete sections according to EN 1992-1-1

Tomislav Kišiček ; Građevinski fakultet Zagreb
Zorislav Sorić ; Građevinski fakultet Zagreb
Josip Galić ; Građevinski fakultet Zagreb

Abstract

The analysis of parameters needed for generation of interaction diagrams, as required in the analysis of eccentrically stressed reinforced-concrete rectangular cross sections, is described. The interaction diagrams needed for analysis are presented. The preparation of these diagrams is necessary to take into account the concrete exceeding grade C50/60, which is present in EN 1992 but absent from ENV 1992, and because of different design strength definition in all concrete grades. For these reasons, the existing diagrams are no longer applicable.

Keywords

rectangular reinforced-concrete section; standard EN 1992; eccentric load; analysis; interaction diagram

Hrčak ID:

72971

URI

https://hrcak.srce.hr/72971

Publication date:

31.10.2011.

Article data in other languages: croatian

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