{"title":"Comparative study of pre-engineered building and space truss building with different span","authors":"K. Srinivasan, K. Selvakumar","doi":"10.56042/ijems.v29i4.45546","DOIUrl":null,"url":null,"abstract":"Steel building gives a major support for structural development. Now a day’s most of the buildings are built as Pre-Engineering Building (PEB) such as ware house, industrial buildings, residential buildings, malls, metro stations, etc. Space truss are provided for auditoriums, railway stations, etc. This paper provides a comparative study of PEB and space truss structure for 20m and 30m span. The length of the building was 60m which consists of 5 bays and eve height 7 m. The dead load, live load and wind loads were taken as per IS codes. The location of the building was selected in Coimbatore district, Tamil Nadu. The buildings were designed and analysed using STAAD Pro. Software.","PeriodicalId":13464,"journal":{"name":"Indian Journal of Engineering and Materials Sciences","volume":"52 1","pages":""},"PeriodicalIF":0.7000,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Indian Journal of Engineering and Materials Sciences","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.56042/ijems.v29i4.45546","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 1
Abstract
Steel building gives a major support for structural development. Now a day’s most of the buildings are built as Pre-Engineering Building (PEB) such as ware house, industrial buildings, residential buildings, malls, metro stations, etc. Space truss are provided for auditoriums, railway stations, etc. This paper provides a comparative study of PEB and space truss structure for 20m and 30m span. The length of the building was 60m which consists of 5 bays and eve height 7 m. The dead load, live load and wind loads were taken as per IS codes. The location of the building was selected in Coimbatore district, Tamil Nadu. The buildings were designed and analysed using STAAD Pro. Software.
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