Simplified Procedure to Obtain LRFD Preliminary Design Charts for Simple-Span Prestressed Concrete Bridge Girders
The latest bridge design manual from the Precast/Prestressed Concrete Institute (PCI) provides preliminary design charts for selecting the girder size and prestressing strands for a given span length and beam spacing but only for f′c = 55 MPa and 0.6-in. (15-mm) diameter strands. This single concrete strength and strand size may limit the use of the charts, particularly in states considering high- and ultrahigh-performance concrete. Accordingly, this paper presents a simplified procedure to develop preliminary design charts for prestressed concrete bulb-tee girders based on the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) bridge design specifications considering service load stress limits and flexural strength. The procedure is demonstrated for a BT-72 section and new LRFD charts are generated to compare the effects of higher concrete strength and larger strand size on bridge girder design. The benefits and limitations of the approach and recommendations for future implementation are discussed.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/10840680
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Supplemental Notes:
- © 2016 American Society of Civil Engineers.
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Authors:
- Márquez, Jorge
- Jáuregui, David V
- Weldon, Brad D
- Newtson, Craig M
- Publication Date: 2016-2
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 06015003
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Serial:
- Practice Periodical on Structural Design and Construction
- Volume: 21
- Issue Number: 1
- Publisher: American Society of Civil Engineers
- ISSN: 1084-0680
- Serial URL: http://ascelibrary.org/loi/ppscfx
Subject/Index Terms
- TRT Terms: Beams; Bridge design; Concrete bridges; Continuous girder bridges; Flexural strength; Girder bridges; Load and resistance factor design; Prestressed concrete bridges; Structural analysis
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01588591
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Jan 28 2016 9:02AM