Optimal design of the roof structure of the 2,000-seat tributary of the rowing channel.

Article Sidebar

pdf
Published: Mar 31, 2022
Keywords:
Roof-Covering Truss Interval Base

Main Article Content

Xolqo‘ziyeva Madina Eshpo‘lat qizi
Master’s degree student’s Samarkand State Architecture and Civil Engineering Institute named after Mirzo Ulugbek., Uzbekistan, Samarkand
Jamolova Mohigul Xudoyberdi qizi
Master’s degree student’s Samarkand State Architecture and Civil Engineering Institute named after Mirzo Ulugbek., Uzbekistan, Samarkand.
Boqiyev Sulaymon Vahobovich
Associate professor of Samarkand State Architecture and Civil Engineering Institute named after Mirzo Ulugbek., Uzbekistan, Samarkand

Abstract

The article proposes that the roof of the rowing canal's 2000-seat grandstand be designed using the best alternative among the commonly utilized trusses. The usage of parallel-belt, single-angle trusses has been proved to be effective in the design of such trusses. The grandstand is meant to be 24x80 meters in size.

Article Details

How to Cite
Xolqo‘ziyeva Madina Eshpo‘lat qizi, Jamolova Mohigul Xudoyberdi qizi, & Boqiyev Sulaymon Vahobovich. (2022). Optimal design of the roof structure of the 2,000-seat tributary of the rowing channel. Journal of Architectural Design, 4, 32–35. Retrieved from https://geniusjournals.org/index.php/jad/article/view/928
Issue
Vol. 4 (2022): JAD
Section
Articles