LONG-SPAN PRECAST PRESTRESSED GIRDER BRIDGES

FABRICATION, HANDLING, AND TEMPORARY CONSTRUCTION LOADS, AS WELL AS THE STRUCTURAL REQUIREMENTS FOR SHEAR AND FLEXURE, INFLUENCE LONG-SPAN PRECAST PRESTRESSED GIRDER DIMENSIONS AND DETAILS. AN ANALYSIS OF THE DISTRIBUTION OF WHEEL LOADS TO GIRDERS IS PRESENTED. VARIOUS TYPES OF ERECTION PROCEDURES ARE DESCRIBED. /JPCI/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Supplemental Notes:
  • Vol 16, No 4, PP 80-98, 18 FIG
• Authors:
  • Libby, J R
• Publication Date: 1971-7

Media Info

• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Bridge decks; Bridges; Concrete; Construction; Continuous girder bridges; Girders; Precast concrete; Prestressed concrete; Wheel loads
• Uncontrolled Terms: Wheel load distribution
• Subject Areas: Bridges and other structures; Construction; Highways;

Filing Info

• Accession Number: 00215434
• Record Type: Publication
• Files: TRIS
• Created Date: Sep 19 1971 12:00AM