Analysis of Transmission Tower using Stadd Pro
Priya Dhillon1, Raghvendra Singh2

1Priya Dhillon*, Civil Department, Ujjain Engineering college ujjain, Madhya Pradesh, India.
2Raghvendra Singh, civil department, Ujjain Engineering college Ujjain, Madhya Pradesh, India.
Manuscript received on February 10, 2020. | Revised Manuscript received on February 22, 2020. | Manuscript published on March 10, 2020. | PP: 1285-1289 | Volume-9 Issue-5, March 2020. | Retrieval Number: E2787039520/2020©BEIESP | DOI: 10.35940/ijitee.E2787.039520
Open Access | Ethics and Policies | Cite | Mendeley
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Present days there are a lot of interest for power in the private and open parts in India has been expanded and to full fill, the interest of power a few activities is being taken by the legislature of India. From the source power to the customer the transmission tower is utilized as a transport framework. Right now, endeavor has been made to investigation a 36 m high transmission tower 3D model with the assistance of STAAD Pro (V8i) programming utilizing the codal arrangements of IS 800:2007 and furthermore the manual count of every part are determined for the examination as per codal arrangements. As per IS 875 (part III) code, the wind zone 3 height 36 m, landscape classification 2 and fundamental wind speed 39 m/sec are considered for the analysis. The damping ratio is 0.05 is also considered in the analysis. The results are concluded in terms of stability against wind force, structural, statically stable of all steel components. 
Keywords: Manual Calculation, Stadd pro, Transmission tower, Wind Analysis
Scope of the Article: Analysis Of Algorithms And Computational Complexity