AASHTO-LRFD Live Load Distribution Specifications

dc.contributor.author	Toorak Zokaie
dc.date.accessioned	2017-05-08T21:24:46Z
dc.date.available	2017-05-08T21:24:46Z
dc.date.copyright	May 2000
dc.date.issued	2000
dc.identifier.other	%28asce%291084-0702%282000%295%3A2%28131%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50481
dc.description.abstract	The live load distribution factors contained in the AASHTO-LRFD Bridge Design Specification present a major change to the AASHTO-LFD specifications that have been in effect for more than 50 years. This change has generated some interest in the bridge engineering community and has raised some questions. The AASHTO-LFD formulas are based on the girder spacing only and are usually presented as
dc.publisher	American Society of Civil Engineers
dc.title	AASHTO-LRFD Live Load Distribution Specifications
dc.type	Journal Paper
dc.journal.volume	5
dc.journal.issue	2
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2000)5:2(131)
dc.tree	Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
dc.contenttype	Fulltext