CRACK AND DEFLECTION CONTROL OF PRETENSIONED PRESTRESSED BEAMS

Based on a series of laboratory tests on precast prestressed T and I beams, the authors propose crack width and deflection formulas for evaluating the serviceability of such members. Several numerical examples show the applicability of the recommended crack width equations. /Author/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Corporate Authors:

  Prestressed Concrete Institute

  20 North Wacker Drive
  Chicago, IL  United States  60606
• Authors:
  • Nawy, E G
  • Huang, P T
• Publication Date: 1977-6

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 30-47
• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Volume: 22
  • Issue Number: 3
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Beams; Cracking; Deflection; I beams; Prestressing; Pretensioning; Serviceability; T beams
• Old TRIS Terms: Prestressed beams
• Subject Areas: Bridges and other structures; Design; Highways;

Filing Info

• Accession Number: 00165862
• Record Type: Publication
• Files: TRIS
• Created Date: Dec 8 1977 12:00AM