COST VARIATION OF OVERHEAD TANK FOUNDATION WITH VARYING BRACING DISTANCES

Authors

  • Niraj Kumar SonI Structural Engineering & Over Head Tank, S R K University Bhopal
  • Dr. Pankaj Singh, Structural Engineering & Over Head Tank, S R K University Bhopal
  • Ritiksha Rawat Structural Engineering & Over Head Tank, S R K University Bhopal

Keywords:

Overhead water tank, Footing, Staad pro V8i, Cost analysis, Bracing etc

Abstract

Analysis of Overhead is done as per IS 1893 & determining the cost variation of foundation by varying the distance between bracing system in various earthquake zones. In the present work the water tank may hold the 18 lac liter water and height of staging is 24m, and the cost analysis of overhead water tank with required depth of soil above footing is 4000mm and consideration of Distance between the height of bracing are 1000mm, 2000mm, 3000mm, 4000mm, 5000mm, 6000mm, 7000mm, 8000mm, 9000mm and 10,000mm in various earthquake zones( zone II, zone III, zone IV, zone V) is done by using STAAD PRO V8i software. For the above investigation & cost analysis of foundation we have considered Intze type water tank .

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Published

2018-12-19

How to Cite

SonI, N. K. ., Singh, D. P. . ., & Rawat, R. . (2018). COST VARIATION OF OVERHEAD TANK FOUNDATION WITH VARYING BRACING DISTANCES. International Journal of Technical Innovation in Modern Engineering & Science, 4(12), 663–668. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/326

Issue

Vol. 4 No. 12 (2018): Vol. 4 No. 12: Volume 4 Issue 12 (December-2018)

Section

Articles