Comparative Analysis and Design of Transmission Line Tower Using Steel Section with Tubular Section

AravindPandiyan AU.G. Student, Dept. of Civil Engineering, RVS College of Engineering, Dindigul, Tamilnadu, IndiaJohn Peter SU.G. Student, Dept. of Civil Engineering, RVS College of Engineering, Dindigul, Tamilnadu, IndiaKamalaKannan PAssistant Professor, Dept. of Civil Engineering, RVS College of Engineering, Dindigul, Tamilnadu, India

Vol 2 No 3 (2018): Volume 2, Issue 3, May 2018 | Pages: 5-9

International Research Journal of Innovations in Engineering and Technology

OPEN ACCESS | Research Article | Published Date: 02-05-2018

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Abstract

Steel structures built up with conventional steel sections lead to massive or lavish budget structures. Tubular steel sections are considered as the best substitution to conventional ones which are useful with better properties. Our project is based on transmission line tower which is a comparative analysis and design using steel section over tubular section. The transmission line tower is analyzed under various loads and designed accordingly. Transmission line tower constitutes about 28 to 42 percentage of the cost of transmission power line project. The embossing demand for electricity can be made enough economical by developing various light weight configuration of transmission line tower’s structure is analyzed and designed by using STAAD PRO and IS 800:2007. For optimizing the member sections, the entire wind load computations have to be repeated simultaneously for the analysis and design.

Keywords

Transmission line tower, Insulator, Conductor, Diagonal Bracing, Static Analysis, Optimized


Citation of this Article
References
  1. IS: 875-1987 (Part I, II, III): Used for practice for design dead loads, imposed Loads and wind loads’, Bureau of Indian Standards, New Delhi.
  2. IS: 800-2007: ‘Code of Practice for general construction in steel’, Bureau of Indian Standards, New Delhi.
  3. IS: 808-1989: ‘Dimensions for hot rolled steel beam, column, channel and angle section’, Bureau of Indian Standards, New Delhi.
  4. IS: 806-1968, ‘Code of Practice for use of steel tubes in general building construction’, Bureau of Indian Standards, New Delhi.
  5. S: 1161-1998: ‘Steel tubes for structural purposes-specification’, Bureau of Indian Standards, New Delhi.
  6. N. Subramanian (2008): ‘Design of Steel Structures’, First Edition, Oxford University Press, New Delhi.