Article ID Journal Published Year Pages File Type
10288740 Journal of Constructional Steel Research 2005 24 Pages PDF
Abstract
The origins of the AASHTO [AASHTO LRFD bridge design specifications. 3rd ed. Washington (DC): AASHTO; 2003 [in press]; AASHTO LRFD bridge design specifications. 2nd ed. Washington (DC): AASHTO; 1998 [with 2001 interims]] web compactness limits are presented along with a performance evaluation of these equations. Specifically, resulting moment capacities from a comprehensive suite of finite element analyses are compared to the capacities that the respective limits are intended to provide. Results indicate the AASHTO (2003) web compactness provisions provide a more accurate representation of girder strength than those in the AASHTO (2001) and AISC (1999) Specifications.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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