Effective Slab Width for Composite Steel Bridge Members
This report contains the findings of research performed to develop expressions for the effective slab width of composite steel bridge members. Recommended specifications and commentary and examples illustrating the application of the specifications were also developed. The material in this report will be of immediate interest to bridge designers.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309088348
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Supplemental Notes:
- Appendices A through L are provided on the enclosed CD-ROM, CRP-CD-56. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
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Corporate Authors:
State University of New York, Buffalo
Department of Civil, Structural and Environmental Engineering
Buffalo, NY United States 14260 -
Authors:
- Chen, S S
- Aref, A J
- Ahn, I-S
- Chiewanichakorn, M
- Carpenter, J A
- Nottis, A
- Kalpakidis, I
- Publication Date: 2005
Language
- English
Media Info
- Media Type: Print
- Features: Appendices; CD-ROM; Figures; References; Tables;
- Pagination: 163p
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Serial:
- NCHRP Report
- Issue Number: 543
- Publisher: Transportation Research Board
- ISSN: 0077-5614
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Publication flags:
Open Access (libre)
Subject/Index Terms
- TRT Terms: Bridge design; Composite structures; Slabs; Specifications; Width
- Uncontrolled Terms: Steel girders
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01003369
- Record Type: Publication
- ISBN: 0309088348
- Report/Paper Numbers: Project 12-58
- Files: TRIS, TRB, ATRI
- Created Date: Aug 24 2005 3:44PM