Optimum design of steel portal frames

dc.contributor.authorPerera, P
dc.contributor.authorHettiarachchi, MTP
dc.contributor.authorJavanandana, ADC
dc.date.accessioned2013-12-27T15:20:18Z
dc.date.available2013-12-27T15:20:18Z
dc.date.issued2003
dc.description.abstractThe pitched roof. single bay, steel portal frame is now, a conunon structural form for single storey industrial buildings in Sri Lanka. It is adopted in preference to the conventional form of roof truss-stanchion or lattice girder-stanchion, type of steel building. Portal frames consist of pinned base or fixed base stanchions with rafters rigidly connected at the eaves. Hot rolled Universal Beam sections are used for stanchions and rafters. Haunches are often adopted at the eaves and apex to provide a greater moment carrying capacity. The relative ease of fabrication. the speed of erection of such frames and the effective use of space within this type of structure have led to its increased use as a structural form for industrial buildings.en_US
dc.identifier.conferenceERU Research for industryen_US
dc.identifier.pgnosE1-E2en_US
dc.identifier.proceedingProceeding of the 9th annual symposiumen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/9594
dc.identifier.year2003en_US
dc.language.isoenen_US
dc.titleOptimum design of steel portal framesen_US
dc.typeConference-Extended-Abstracten_US

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