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UDK: 624.072.33:69.009.182
DOI: n/a

Published: Građevinar 63 (2011) 10
Paper type: Preliminary report
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Analysis of eccentrically loaded rectangular reinforced-concrete sections according to EN 1992-1-1

Tomislav Kišiček, Zorislav Sorić, Josip Galić

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 For these reasons, the existing diagrams are no longer applicable.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
eccentric load, analysis, interaction diagram, rectangular reinforced-concrete section, standard EN 1992

HOW TO CITE THIS ARTICLE:

Kišiček, T., Sorić, Z., Galić, J.: Analysis of eccentrically loaded rectangular reinforced-concrete sections according to EN 1992-1-1, GRAĐEVINAR, 63 (2011) 10

OR:

Kišiček, T., Sorić, Z., Galić, J. (2011). Analysis of eccentrically loaded rectangular reinforced-concrete sections according to EN 1992-1-1, GRAĐEVINAR, 63 (10)
Authors:
Kiisicek WEB
Tomislav Kišiček
University of Zagreb,
Faculty of Civil Engineering

Zorislav Sorić
University of Zagreb,
Faculty of Civil Engineering

Josip Galić
University of Zagreb,
Faculty of Civil Engineering