Behavioural Analysis of L Shaped RC Columns Using Non-Dimensional Interaction Diagrams by Classical Layer Decomposition Method

  • Authors

    • Sushmitha .
    • shanmukha shetty
    • sabhyath shetty
    https://doi.org/10.14419/ijet.v7i3.34.19572
  • interaction diagram, ETABs, L shaped column model, load, moment.
  • Abstract

    The use of rectangular and circular column sections in the construction field are very common and it very easy to analyze and design of these types of column sections. For the design of these column sections load and moment interaction curves are available in sp-16 1980, but for the design of L-shaped column section, the load and moment interaction curves are not available in this code book. The use of L-shaped column in the construction field increases the load carrying capacity of the column. This paper contains the work carried out about the development of load moment interaction curve for L-shaped column section.

     

     

  • References

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      [2] L. N. Ramamurthy and T. A. Hafeez khan, [1983], “L-shaped column design for biaxial eccentricityâ€, Journal of structural engineering, Vol. 109, No. 8

      [3] Cengiz Dunar, Bulent Sahin, [1992], “Design of Arbitrarily shaped reinforced concrete members under biaxial bending and axial loadâ€, Digest 92, Teknik Dergi, Vol. 3, NO. 2.

      [4] Prof. Dr. Hisham AL – Hassani and Dr. Samer Hannawayya, [2014], “ Interaction diagram of short rectangular RPC columns under combined Axial load plus Uniaxial bendingâ€, Journal of engineering and development, Vol. 18, No. 4.

      [5] T. Bouzid, K. Demagh, [2010],"Practical method for analysis and design of slender reinforced columns subjected to biaxial bending and axial loads", Slovak

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  • How to Cite

    ., S., shetty, shanmukha, & shetty, sabhyath. (2018). Behavioural Analysis of L Shaped RC Columns Using Non-Dimensional Interaction Diagrams by Classical Layer Decomposition Method. International Journal of Engineering & Technology, 7(3.34), 840-844. https://doi.org/10.14419/ijet.v7i3.34.19572

    Received date: 2018-09-12

    Accepted date: 2018-09-12