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dc.contributor.author Weerasinghe, MD
dc.date.accessioned 2014-01-08T19:14:57Z
dc.date.available 2014-01-08T19:14:57Z
dc.date.issued 2014-01-09
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/9739
dc.description.abstract In non-steel manufacturing countries like Sri Lanka, where the cost of heavy rolled steel sections are very high, composite floor trusses tend to provide an economical solution in achieving moderate spans in the range of 8m-12m. A high degree of service integration can be provided in these floor systems by allowing rectangular openings, as often preferred in constructing high-rise buildings. However, allowance of rectangular openings in the web creates additional local moments in the comers of the openings, which are generally known as "vierendeel" moments and render the composite truss statically indeterminate. Failure to account for these vierendeel moments in composite floor structures often leads to undesirable cracking in the concrete floor slab. en_US
dc.language.iso en en_US
dc.title A layered beam model to analyse composite truss girders en_US
dc.type Conference-Extended-Abstract en_US
dc.identifier.year 2002 en_US
dc.identifier.conference ERU Research for industry en_US
dc.identifier.pgnos E4-E5 en_US
dc.identifier.proceeding Proceeding of the 8th annual symposium en_US


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