{"title":"工业建筑桁架下弦交叉腹板的合理方案定义","authors":"Y. Kupchenko, P. Singayevsky, О.М. Korshak","doi":"10.31650/2707-3068-2022-26-63-71","DOIUrl":null,"url":null,"abstract":"In the industrial buildings with the support of trussed rafters on the columns at the level of the bottom chord, the main system of horizontal nodes, which the horizontal load rests and provides the rigidity of the building, is located on the bottom chords of trussed rafters. These nodes are usually constructed in the form of trusses (so-called wind trusses).","PeriodicalId":365885,"journal":{"name":"Modern structures of metal and wood","volume":"2021 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"THE RATIONAL SCHEME DEFINITION OF THE CROSSTRUSSWEB ALONG THE BOTTOM CHORD OF INDUSTRIAL BUILDINGTRUSSES\",\"authors\":\"Y. Kupchenko, P. Singayevsky, О.М. Korshak\",\"doi\":\"10.31650/2707-3068-2022-26-63-71\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In the industrial buildings with the support of trussed rafters on the columns at the level of the bottom chord, the main system of horizontal nodes, which the horizontal load rests and provides the rigidity of the building, is located on the bottom chords of trussed rafters. These nodes are usually constructed in the form of trusses (so-called wind trusses).\",\"PeriodicalId\":365885,\"journal\":{\"name\":\"Modern structures of metal and wood\",\"volume\":\"2021 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Modern structures of metal and wood\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31650/2707-3068-2022-26-63-71\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Modern structures of metal and wood","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31650/2707-3068-2022-26-63-71","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
THE RATIONAL SCHEME DEFINITION OF THE CROSSTRUSSWEB ALONG THE BOTTOM CHORD OF INDUSTRIAL BUILDINGTRUSSES
In the industrial buildings with the support of trussed rafters on the columns at the level of the bottom chord, the main system of horizontal nodes, which the horizontal load rests and provides the rigidity of the building, is located on the bottom chords of trussed rafters. These nodes are usually constructed in the form of trusses (so-called wind trusses).
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