INDIRECT LOADING ON BEAMS WITH SHORT SHEAR SPANS

A study of the effect of loading and supporting conditions on the behavior and ultimate shear strength of beams with short shear spans is presented. Previous experimental work by the authors has been extended to include a shear span-to-depth ratio = 2. The overall findings of the investigation are summarized.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/0889325X
• Corporate Authors:

  American Concrete Institute

  P.O. Box 19150, Redford Station, 22400 Seven Mile Road
  Detroit, MI  United States  48219
• Authors:
  • Fereig, S M
  • Smith, K N
• Publication Date: 1977-5

Media Info

• Features: References;
• Pagination: p. 220-222
• Serial:
  • American Concrete Institute, Journal of
  • Volume: 74
  • Issue Number: 5
  • Publisher: American Concrete Institute
  • ISSN: 0889-325X

Subject/Index Terms

• TRT Terms: Beams; Bridge design; Bridge members; Bridges; Concrete; Concrete construction; Honeycomb structures; Length; Shear strength; Strength of materials; Stresses; Structural design; Structural engineering
• Uncontrolled Terms: Bridge spans
• Old TRIS Terms: Beams and girders
• Subject Areas: Bridges and other structures; Highways; Materials;

Filing Info

• Accession Number: 00165193
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Mar 29 1978 12:00AM