A platform for research: civil engineering, architecture and urbanism
Comprehensive Update to AASHTO LRFD Provisions for Flexural Design of Bridge I-Girders
The provisions of Article 6.10 of the 2004 AASHTO LRFD Specifications for Bridge Design, pertaining to the design of steel I-sections in flexure, have been revised in their entirety relative to the previous Specifications to simplify their logic, organization and application while also improving their accuracy and generality. This paper provides a brief overview of the new Article 6.10 provisions.
Comprehensive Update to AASHTO LRFD Provisions for Flexural Design of Bridge I-Girders
The provisions of Article 6.10 of the 2004 AASHTO LRFD Specifications for Bridge Design, pertaining to the design of steel I-sections in flexure, have been revised in their entirety relative to the previous Specifications to simplify their logic, organization and application while also improving their accuracy and generality. This paper provides a brief overview of the new Article 6.10 provisions.
Comprehensive Update to AASHTO LRFD Provisions for Flexural Design of Bridge I-Girders
White, D. W. (author) / Grubb, M. A. (author)
Structures Congress 2004 ; 2004 ; Nashville, Tennessee, United States
Structures 2004 ; 1-8
2004-05-21
Conference paper
Electronic Resource
English
Recent Changes to Concrete Shear Strength Provisions of AASHTO-LRFD Bridge Design Specifications
British Library Conference Proceedings | 2008
|AASHTO LRFD bridge design specifications : SI units
TIBKAT | 2004
|Reliability Analysis of NU Girders Designed Using AASHTO LRFD
British Library Conference Proceedings | 2007
|