Structural Design Considerations for a Large Single Span Reinforced Concrete Monolithic Beam-Column Structures


Authors : Ogonna Samuel Nwokoye

Volume/Issue : Volume 9 - 2024, Issue 9 - September


Google Scholar : https://tinyurl.com/facu9cjy

Scribd : https://tinyurl.com/y6zf2dk5

DOI : https://doi.org/10.38124/ijisrt/IJISRT24SEP1051

Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.


Abstract : Large-span reinforced concrete structures present unique design challenges that necessitate meticulous consideration of load-bearing capacity, deflection control, reinforcement, and material choices. For spans exceeding 10 meters, structural engineers must carefully apply the principles and recommendations of Eurocode 2 to ensure that the structure is safe, functional, and durable. This paper explores the critical aspects of designing large single spans in reinforced concrete beam- column systems using Eurocode, with a focus on load distribution, reinforcement detailing, deflection limits, and material properties. Practical insights into the implementation of these guidelines are provided through examples, offering structural engineers in Nigeria a comprehensive approach to achieving safe and cost- effective long-span structures.

References :

  1. Beeby, A. W., & Narayanan, R. S. (1995). Designers’ guide to EN 1992-1-1 and EN 1992-1-2: Eurocode 2: design of concrete structures: General rules and rules for buildings and structural fire design. Thomas Telford.
  2. British Standards Institution. (2004). BS EN 1992-1-1: Eurocode 2: Design of concrete structures: General rules and rules for buildings. London, UK: BSI Group.
  3. Mosley, W. H., Bungey, J. H., & Hulse, R. (2012). Reinforced concrete design: to Eurocode 2 (7th ed.). Palgrave Macmillan.
  4. Nawy, E. G. (2009). Reinforced concrete: A fundamental approach. Pearson Education.
  5. Neville, A. M. (2011). Properties of concrete (5th ed.). Pearson Education Limited.
  6. Park, R., & Paulay, T. (1975). Reinforced concrete structures. John Wiley & Sons.
  7. Sinha, S. N. (2002). Reinforced concrete design. Tata McGraw-Hill Education.
  8. Taly, N. (2001). Design of reinforced concrete foundations. McGraw-Hill Professional.
  9. Wight, J. K., & MacGregor, J. G. (2012). *Reinforced concrete: Mechanics and design (6th ed.). Pearson Higher Education.
  10. Yunusa, I. (2007). Fundamentals of reinforced concrete design for engineers. Ahmadu Bello University Press.

Large-span reinforced concrete structures present unique design challenges that necessitate meticulous consideration of load-bearing capacity, deflection control, reinforcement, and material choices. For spans exceeding 10 meters, structural engineers must carefully apply the principles and recommendations of Eurocode 2 to ensure that the structure is safe, functional, and durable. This paper explores the critical aspects of designing large single spans in reinforced concrete beam- column systems using Eurocode, with a focus on load distribution, reinforcement detailing, deflection limits, and material properties. Practical insights into the implementation of these guidelines are provided through examples, offering structural engineers in Nigeria a comprehensive approach to achieving safe and cost- effective long-span structures.

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