Optimal design of the roof structure of the 2,000-seat tributary of the rowing channel.
| dc.contributor.author | Xolqo‘ziyeva Madina Eshpo‘lat qizi | |
| dc.contributor.author | Jamolova Mohigul Xudoyberdi qizi | |
| dc.contributor.author | Boqiyev Sulaymon Vahobovich | |
| dc.date.accessioned | 2026-01-02T11:52:50Z | |
| dc.date.issued | 2022-03-31 | |
| dc.description.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. | |
| dc.format | application/pdf | |
| dc.identifier.uri | https://geniusjournals.org/index.php/jad/article/view/928 | |
| dc.identifier.uri | https://asianeducationindex.com/handle/123456789/78284 | |
| dc.language.iso | eng | |
| dc.publisher | Genius Journals | |
| dc.relation | https://geniusjournals.org/index.php/jad/article/view/928/820 | |
| dc.source | Journal of Architectural Design ; Vol. 4 (2022): JAD; 32-35 | |
| dc.source | 2795-7608 | |
| dc.subject | Roof-Covering | |
| dc.subject | Truss | |
| dc.subject | Interval | |
| dc.subject | Base | |
| dc.title | Optimal design of the roof structure of the 2,000-seat tributary of the rowing channel. | |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Peer-reviewed Article |
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