Static Analysis and Design of 220-Kv Double Circuit Transmission-Tower with Combination of X & K Type Of Bracing

Authors

  • Madhuri Pathak Student M.Tech Structural Engineering, Dept of Civil, B.L.D.E.A`s V.P. Dr. P.G. Halakatti College of Engineering and Technology, Vijayapur
  • Prof. R.G. Talasdar Associate professor, Dept of Civil, B.L.D.E.A`s V.P. Dr. P.G.Halakatti College of Engineering and Technology, Vijayapur
  • Prof Sharan Warad Assistant professor, Dept of Civil, B.L.D.E.A`s V.P. Dr. P.G.Halakatti College of Engineering and Technology, Vijayapur

Keywords:

Transmission Tower, combination of x & k type of bracing, Geometry of the Tower, STAAD Pro, Static Analysis , Deflections.

Abstract

In this work an endeavor has been made that 220-KV double circuit Transmission-Tower with combination of X and K type of bracings has been modeled using STAAD Pro. Static investigation has been improved the situation the pinnacle by considering Earth quake Zone III, Steel outline with concentric supporting, damping proportion 2%.The wind loads are calculated utilizing IS 802(part1/sec1) by considering wind zone I. The towers are modeled utilizing parameter, for example, steady height, consistent base width, and afterward differing the Bracing framework as combination of X and K sort of bracing. Subsequent to finishing the investigation a relative report is finished with regard to Nodal displacement, axial force, and maximum deflection. Comparative study has been done.

Downloads

Published

2018-09-10

How to Cite

Pathak, M. ., Talasdar, P. R., & Warad, P. S. . (2018). Static Analysis and Design of 220-Kv Double Circuit Transmission-Tower with Combination of X & K Type Of Bracing. International Journal of Technical Innovation in Modern Engineering & Science, 4(9), 40–48. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/451

Issue

Vol. 4 No. 9 (2018): Vol. 4 No. 9: Volume 4 Issue 9 (September-2018)

Section

Articles