2-cycle moment distribution for the analysis of continuous beams and multi-storey framed structures

dc.contributor.author	Chan, Kam Leong
dc.date.accessioned	2011-09-04T03:09:28Z
dc.date.available	2011-09-04T03:09:28Z
dc.date.issued	2007-03
dc.identifier.citation	The Journal of the Institution of Engineers, Malaysia, vol. 68(1), 2007, pages 27-36	en_US
dc.identifier.issn	0126-513X
dc.identifier.uri	http://myiem.org.my/content/iem_journal_2007-178.aspx
dc.identifier.uri	http://dspace.unimap.edu.my/123456789/13638
dc.description	Link to publisher's homepage at http://www.myiem.org.my/	en_US
dc.description.abstract	In the 2-Cycle Moment Distribution, moments are distributed twice regardless of the number of spans. Moments are carried over first and are included with fixed-end moments before the distribution is made. Both dead load and total load are distributed simultaneously to obtain critical moments at supports as well as spans. Besides, maximum moments in the columns can be obtained fairly quickly.	en_US
dc.language.iso	en	en_US
dc.publisher	The Institution of Engineers, Malaysia	en_US
dc.subject	Adjustments	en_US
dc.subject	Balancing moments	en_US
dc.subject	Carry-over	en_US
dc.subject	Distribution factor	en_US
dc.subject	Fixed-end moment	en_US
dc.subject	Maximum moment	en_US
dc.subject	Midspan moment	en_US
dc.subject	Minimum moment	en_US
dc.subject	Support moment	en_US
dc.title	2-cycle moment distribution for the analysis of continuous beams and multi-storey framed structures	en_US
dc.type	Article	en_US
dc.contributor.url	klchanassociates@yahoo.com	en_US

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