Prestressed Concrete Electricity Transmission Pole

Abstract

Pre-focused on Concrete substantial shafts are generally utilized for supporting power supply lines all through India. Its not unexpected perception that the posts bomb under weighty breeze along with tremors. The reaction of the posts relies on the strength of shaft material, supporting soil, and profundity of implant of the post. To conserve the erection its general practice to raise the post as oneself supporting shaft. This paper researches the way of behaving of a model self-supporting electric post for two various types of soil compaction material as for monotonic horizontal burden. For two distinct soil conditions, the analysis compares load to displacement during loading and unloading. For embedding poles in soils, geotechnical design considerations are suggested.