DISTRIBUTION OF WHEEL LOADS ON HIGHWAY BRIDGES
STUDY WAS CONDUCTED ON SHORT-AND MEDIUM-SPAN BRIDGES OF THE BEAM-AND-SLAB, MULTI-BEAM, AND BOX GIRDER TYPES TO DEVELOP CRITERIA FOR DISTRIBUTION OF WHEEL LOADS ON HIGHWAY BRIDGES. THE ORTHOTROPIC PLATE THEORY WAS JUDGED TO BE MOST ACCURATE FOR BEAM-AND-SLAB BRIDGES. FOR MULTI-BEAM BRIDGES THE ARTICULATED PLATE THEORY GAVE THE MOST ACCURATE RESULTS. FOR CONCRETE BOX GIRDER BRIDGES, THE FOLDED PLATE THEORY APPEARS TO BE MOST APPLICABLE. A REPLACEMENT IS RECOMMENDED FOR ARTICLE 1.3.1(B) OF AASHO SPECIFICATIONS FOR HIGHWAY BRIDGES.
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Supplemental Notes:
- 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.
- Publication Date: 1969-9
Media Info
- Media Type: Digital/other
- Pagination: 4 p.
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Serial:
- NCHRP Research Results Digest
- Issue Number: 10
- Publisher: Transportation Research Board
Subject/Index Terms
- TRT Terms: Box girders; Bridge superstructures; Concrete; Highway bridges; Orthotropic; Specifications; Structural plates; Theory; Wheel loads
- Identifier Terms: AASHO Road Test
- Uncontrolled Terms: Bridge spans; Plates; Wheel load distribution
- Old TRIS Terms: Concrete box girders; Folded plates
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00209093
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Jan 12 1970 12:00AM