AASHTO-LRFD Live Load Distribution SpecificationsSource: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002Author:Toorak Zokaie
DOI: 10.1061/(ASCE)1084-0702(2000)5:2(131)Publisher: American Society of Civil Engineers
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
|
Collections
Show full item record
| contributor author | Toorak Zokaie | |
| date accessioned | 2017-05-08T21:24:46Z | |
| date available | 2017-05-08T21:24:46Z | |
| date copyright | May 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%291084-0702%282000%295%3A2%28131%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50481 | |
| 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 | |
| publisher | American Society of Civil Engineers | |
| title | AASHTO-LRFD Live Load Distribution Specifications | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 2 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2000)5:2(131) | |
| tree | Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002 | |
| contenttype | Fulltext |