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contributor authorThomas Sputo
contributor authorDuane S. Ellifritt
date accessioned2017-05-08T21:14:26Z
date available2017-05-08T21:14:26Z
date copyrightNovember 1991
date issued1991
identifier other%28asce%290887-3828%281991%295%3A4%28251%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43949
description abstractMetal building systems are a common method of providing covered, enclosed space quickly at a competitive cost. Because of the system design approach, all components of the structure interact with each other to provide the required level of structural safety. Metal building systems are most vulnerable to collapse during erection, when all components are not yet installed. It is most important at this time to ensure that all bracing called for by the building manufacturer is properly installed. This paper reports on the collapse of a metal building system consisting of a 206 ft (62.8 m) span rigid frame during erection due to inadequately installed bracing, and explains proper erection procedure with regard to lateral bracing of the rigid frames. The circumstances of the collapse are discussed and recommendations are provided.
publisherAmerican Society of Civil Engineers
titleCollapse of Metal Building System during Erection
typeJournal Paper
journal volume5
journal issue4
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1991)5:4(251)
treeJournal of Performance of Constructed Facilities:;1991:;Volume ( 005 ):;issue: 004
contenttypeFulltext


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