Optimization of Steel Reinforcement in a Reinforced Concrete Column using Eurocode2 and BS8110-97

International Journal of Civil Engineering
© 2017 by SSRG - IJCE Journal
Volume 4 Issue 7
Year of Publication : 2017
Authors : T. C. Nwoforand S. Sule
pdf
How to Cite?

T. C. Nwoforand S. Sule, "Optimization of Steel Reinforcement in a Reinforced Concrete Column using Eurocode2 and BS8110-97," SSRG International Journal of Civil Engineering, vol. 4,  no. 7, pp. 21-27, 2017. Crossref, https://doi.org/10.14445/23488352/IJCE-V4I7P104

Abstract:

 In this paper, the results of optimal design of steel reinforcement in a rectangular reinforced concrete column using Eurocode2 are discussed. Axial, uniaxial and biaxial loaded columnswere selected and designed using both Eurocode2 and BS 8110 code with the aid of a programmed Excel Spreadsheet. The result of the analysis was used to design the column reinforcement based on both codes. The percentage differences between the areas of reinforcement required by the two codes were calculated with the BS 8110 code results serving as the control values. It was found that the average percentage difference due to BS 8110 exceeded that of Eurocode2 in most cases considered.References:

Keywords:

Optimal design, steel reinforcement, Eurocode2, BS 8110, axial, biaxial, moment.

References:

1) British Standard Institute, (1997). Structural Use of Concrete-Part 1, 3: Code of Practice for Design and Construction.
2) European Union, (2004). Eurocode 2: Design of Concrete Structures - Part 1-1: GeneralRules and Rules for Buildings.
3) Jawad A.A. (2006). Strength Design Requirements of ACI-318M-02 Code, BS8110 and EuroCode2 for Structural Concrete: A comparative Study. Journal of Engineering and Development, 10(1),pp. 22-28.
4) Labani Nandi, PriyabrataGuha (2014). Design Comparison of Different Structural Elements by using Different International Codes. International Journal of Engineering Research and Technology (IJERT), Vol. 3, 2278-0181
5) Liew Y. H. (2009). British standard (BS 8110) and Eurocode 2 (EC2) for Reinforced Concrete Column Design. University of Technology Malaysia.
6) Mosley, B., J. Bungey and R. Hulse, (2007). Reinforced Concrete Design.6thEdition., pp. 252-275.
7) Moss, R.M. and R. Webster, (2004). EC2 and BS8110 Compared. The Structural Engineer, Vol. 82, No. 6. http://www.istructe.org/thestructuralengineer/hc/Abstract.a sp?PID=805
8) Nwofor, T. C., Sule, S and Eme, D.B, (2015). A Comparative study of BS 8110 and Eurocode 2 Standards for Design of a Reinforced Concrete Beam, International Journal of Engineering and Technology (IJCIET), Vol. 6, Issue 5, pp. 76-84.
9) Oyenuga, V.O. (2011). Reinforced Concrete Design-A Consultant/Computer Based Approach 2nd Edition, Astro Limited, Lagos Nigeria.pp 201-207.
10) Samir Bashir, (2014). Design of Short Columns According to ACI 318-11 andBS 8110-97: A Comparative Study based on conditions in Nigeria.
11) SiaKeeSieng (2010). Comparative Study of Reinforced Concrete Design of Column between American Code (ACI 318-05) and British standard (BS 8110-97), pp. 2-8.