APPLICATION OF THE STRENGTH DESIGN METHOD FOR FLEXURAL MEMBERS AT PRESTRESS TRANSFER

The paper first illustrates the application of recommendations presented in an earlier paper that working stress design of prestressed members at time of transfer of prestress to concrete be replaced with strength design. Demonstrated in this paper is the implementation of a standard spreadsheet program. Also provided are applications to standard products such as I-beams, inverted tee beams, and double tee products.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/12789822
• Corporate Authors:

  Precast/Prestressed Concrete Institute

  209 West Jackson Boulevard
  Chicago, IL  United States  60606
• Authors:
  • Noppakunwijai, P
  • Tadros, M K
  • Sun, Chao
• Publication Date: 2003-10

Language

• English

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 62-74
• Serial:
  • PCI Journal
  • Volume: 48
  • Issue Number: 5
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672
  • Serial URL: http://www.pci.org

Subject/Index Terms

• TRT Terms: Flexural strength; I beams; Load factor; Prestressed concrete; Prestressing; Spreadsheets; Strength of materials; T beams
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00965727
• Record Type: Publication
• Files: TRIS
• Created Date: Nov 19 2003 12:00AM