Composite Open-Web Trusses with Metal Cellular Floor

Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/13212

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DC Field	Value	Language
dc.contributor.advisor	Robinson, H.	en_US
dc.contributor.author	Azmi, Hamed Mokhtar	en_US
dc.date.accessioned	2014-06-18T17:03:12Z	-
dc.date.available	2014-06-18T17:03:12Z	-
dc.date.created	2013-08-20	en_US
dc.date.issued	1972-04	en_US
dc.identifier.other	opendissertations/8033	en_US
dc.identifier.other	9114	en_US
dc.identifier.other	4469669	en_US
dc.identifier.uri	http://hdl.handle.net/11375/13212	-
dc.description.abstract	<p>Tests on six composite open-web steel joists and concrete slabs with ribbed metal decking are described. The joists spanned 50 ft. and were loaded by two symmetrical point loads. Different types of shear connectors and different degrees of connection were used. Tests results are shown and compared with analytical results obtained from elastic theories. An ultimate strength design method is proposed.</p>	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Civil Engineering	en_US
dc.title	Composite Open-Web Trusses with Metal Cellular Floor	en_US
dc.type	thesis	en_US
dc.contributor.department	Civil Engineering	en_US
dc.description.degree	Master of Engineering (ME)	en_US
Appears in Collections:	Open Access Dissertations and Theses

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