Preliminary communication

Tables for the design of reinforced-concrete profiles according

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

Abstract

The procedure used for calculating parameters needed in the bending strength design of reinforced-concrete profiles is described. The need to prepare design tables is justified by the presence of concrete grades higher than C50/60 in HRN EN 1992, and also by different definition of the design strength of concrete as given in individual standards. That is why existing tables can not be used for higher grades of concrete. Design tables with separate presentation of each grade of concrete are given in the paper.

Keywords

reinforced-concrete profile; concrete grade; HRN EN 1992; bending; design; concrete strength

Hrčak ID:

61914

URI

https://hrcak.srce.hr/61914

Publication date:

1.12.2010.

Article data in other languages: croatian

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