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

dc.contributor.authorXolqo‘ziyeva Madina Eshpo‘lat qizi
dc.contributor.authorJamolova Mohigul Xudoyberdi qizi
dc.contributor.authorBoqiyev Sulaymon Vahobovich
dc.date.accessioned2026-01-02T11:52:50Z
dc.date.issued2022-03-31
dc.description.abstractThe 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.formatapplication/pdf
dc.identifier.urihttps://geniusjournals.org/index.php/jad/article/view/928
dc.identifier.urihttps://asianeducationindex.com/handle/123456789/78284
dc.language.isoeng
dc.publisherGenius Journals
dc.relationhttps://geniusjournals.org/index.php/jad/article/view/928/820
dc.sourceJournal of Architectural Design ; Vol. 4 (2022): JAD; 32-35
dc.source2795-7608
dc.subjectRoof-Covering
dc.subjectTruss
dc.subjectInterval
dc.subjectBase
dc.titleOptimal design of the roof structure of the 2,000-seat tributary of the rowing channel.
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Article

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