What is it about?
In this paper authors present analysis of limits when formulas for limiting the span/depth ratio, given in EN1992-1-1 section 7.4.2, for different reinforced concrete members subjected to bending, are applicable. Recommendations about how to take the compression reinforcement in calculations into account, when deflection of bending members should be assessed, are also proposed.
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Why is it important?
Additional and very important limitations and improvement of formulas for limiting the span/depth ratio, given in EN1992-1-1 section 7.4.2 are proposed. The new formulas that are proposed will keep designers out of possible mistakes.
Perspectives
This paper is an important update of formulas for limiting the span/depth ratio, given in EN1992-1-1 section 7.4.2.
Dr Veselin S Slavchev
University of Structural Engineering and Architecture (VSU) "Lyuben Karavelov"-Sofia
Read the Original
This page is a summary of: Analysis and Recommendations about EN1992-1-1 Formulas for Limiting the Span/Depth Ratio, Applied Mechanics and Materials, June 2015, Trans Tech Publications,
DOI: 10.4028/www.scientific.net/amm.769.273.
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