Analytical study of physical behaviour of UC and UB sections in comparison with the Indian standard steel sections

dc.centreFaculty of Technology
dc.contributor.authorDhara Shah
dc.date.accessioned2025-02-20T11:52:13Z
dc.date.available2025-02-20T11:52:13Z
dc.date.issuedOct-16
dc.description.abstractIndustrial market in India is demanding as well as complex. The requirement of steel structures having larger spans along with heavy loads are gaining priorities, to which the physical properties of Indian rolled steel sections are becoming deficient in terms of stiffness. British universal beam (UB) and universal coulmn (UC) sections are highly suitable for such structures. UC and UB sections are stiffer than ISMB (Indian Standard Medium Beam) or ISMC (Indian Standard Medium Channel) at web, which provides more stiffness in shear and buckling resistance. This study focuses on the compatibility of UC and UB sections with respect to available Indian standard sections in industrial structures, gantry girders, commercial structures and stackers for Indian industries. It is observed that UC and UB sections are superior to Indian sections along with reduction in section weight by nearly 10%.
dc.identifier.issn2249-6866
dc.identifier.otherFP-019-JP
dc.identifier.sourcelinkhttps://www.researchgate.net/publication/340844002_ANALYTICAL_STUDY_OF_PHYSICAL_BEHAVIOUR_OF_UC_AND_UB_SECTION_IN_COMPARISON_WITH_THE_INDIAN_STANDARD_STEEL_SECTIONS
dc.identifier.urihttps://hdl.handle.net/20.500.12725/27165
dc.issue.noNo.5
dc.journal.nameInternational Journal of Civil, Structural,Environmental and Infrastructure Engineering Research and Development (IJCSEIERD)
dc.keywordsUniversal Beams, Universal Columns, Indian Standard Rolled Sections, Compatibility
dc.pages23-32p.
dc.publisherTJPRC Pvt. Ltd.
dc.titleAnalytical study of physical behaviour of UC and UB sections in comparison with the Indian standard steel sections
dc.typeArticle
dc.vol.noVol. 6

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