Now with newly updated seismic and foundation specifications. This major step in improved bridge design and more accurate analysis is expected to lead to bridges exhibiting superior serviceability, enhanced long-term maintainability, and more uniform levels of safety. This edition includes newly upd
AASHTO LRFD Bridge Design Specifications - SI Units
- Publisher
- American Association of State Highway and Transportation Officials (AASHTO)
- Year
- 2007
- Leaves
- 1596
- Edition
- 4th Edition
- Category
- Library
No coin nor oath required. For personal study only.
โฆ Synopsis
This major step in improved bridge design and more accurate analysis is expected to lead to bridges exhibiting superior serviceability, enhanced long-term maintainability, and more uniform levels of safety. This edition includes newly updated foundation specifications, as well as updates throughout. Based on the load and resistance factor design philosophy (LRFD), this book is the result of a five-year research effort under AASHTO's National Cooperative Highway Research Program (NCHRP) Project 12-42, and a continued effort through AASHTO technical committees. Since the 1st Edition was published in 1994, the provisions have continued to be updated and improved based on continuing research and the experience of the user community. The new specifications have been systematically tested in trial designs and have now been implemented by all 50 states, with 48 states fully implemented. As of October 2007, the LRFD design code will be mandated by FHWA for all state projects using federal funding. As of 2010, it will apply to all state bridges regardless of funding and to local bridges using federal funding. Per a decision by the AASHTO Subcommittee on Bridges and Structures, there will be no further updates to the SI specification. Consequently, this text supersedes all previous editions and interims. Therefore, there are no 2008 SI Interim Revisions.
Content:
๐ SIMILAR VOLUMES
This book covers seismic design for typical bridge types and applies to non-critical and non-essential bridges. It is approved as an alternate to the seismic provisions in the <i>AASHTO LRFD Bridge Design Specifications</i>. This differs from the current procedures in the <i>LRFD Specifications</i>
section 1. Introduction -- section 2. Definitions and notation -- section 3. General requirements -- section 4. Analysis and design requirements -- section 5. Analytical models and procedures -- section 6. Foundation and abutment design -- section 7. Structural steel components -- section 8. Reinfor
section 1. Introduction -- section 2. Definitions and notation -- section 3. General requirements -- section 4. Analysis and design requirements -- section 5. Analytical models and procedures -- section 6. Foundation and abutment design -- section 7. Structural steel components -- section 8. Reinfor
The provisions of these Specifications are intended for the design, evaluation, and rehabilitation of both fixed and movable highway bridges. The design provisions of these Specifications employ the Load and Resistance Factor Design (LRFD) methodology. The factors have been developed from the theory
American Segmental Bridge Institute. Major Bridge Service Center. January, 2005. 139 p. This document is a draft effort at developing a design example of a precast balanced cantilever bridge design based on the third edition of the AASHTO LRFD Bridge Design Specifications, 2004. In its current form,