Simplified design of concentrically loaded reinforced concrete columns

L. P. Kollár, B. Csuka, T. Ther

Research output: Article

Abstract

In this paper, expressions are developed which enable the designer to determine the load bearing capacity of concentrically loaded RC columns in a very simple manner. The 'reduction factor' (the ratio of the ultimate load of the column and that of the cross-section) is introduced. It is similar to that used for the calculation of steel, masonry and timber structures. The results are based on the second order analysis of RC columns taking also into account the eff ect of creep. The novelty of the paper is not the presented nonlinear solution of RC columns, rather the approximate 'back of the envelope' expressions, which are verifi ed for the entire practical parameter range by a numerical solution.

Original languageEnglish
Pages48-56
Number of pages9
Volume92
No.7
Specialist publicationStructural Engineer
Publication statusPublished - júl. 2014

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction

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