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

Xolqo‘ziyeva Madina Eshpo‘lat qizi; Jamolova Mohigul Xudoyberdi qizi; Boqiyev Sulaymon Vahobovich

Authors

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

Keywords:

Roof-Covering, Truss, Interval, Base

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.