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Splices and Details of Reinforcement

  • Edward S. Hoffman
  • David P. Gustafson
  • Albert J. Gouwens
Chapter

Abstract

Structurally sound details and proper arrangements of reinforcing bars are vital to the satisfactory performance of reinforced concrete members and structures. Concurrently, such details and bar arrangements should be practical and buildable, as well as cost-effective. Hence details, development, and splices of reinforcement—the topics of this chapter—are a crucial aspect of the design process. Of the ten more important items of information that must be included in the design drawings, typical details, or project specifications, two of the items cover development and splices of reinforcement (Sections 1.2.1-h and 1.2.1-i, and Commentary R1.2.1). These items are anchorage (embedment) length of reinforcement and location and length of lap splices; and the type and location of mechanical and welded splices. Code Chapter 12 also states: splices of reinforcement shall be made only as required or permitted on design drawings, or in project specifications, or as authorized by the engineer (Section 12.14.1).

Keywords

Critical Section Concrete Cover Development Length Lightweight Aggregate Concrete Normal Weight Concrete 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Selected References

  1. 1.
    Reinforced Concrete Corners and Joints Subjected to Bending Moment,“ I.H.E. Nilsson and A. Losberg, ASCE ST-6, June 1976.Google Scholar
  2. 2.
    Detailing for Torsion,“ D. Mitchell and M. P. Collins, ACI Journal,Sept. 1976.Google Scholar
  3. 3.
    Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures, (ACI 352R-89),“ Manual of Concrete Practice,Part 3.Google Scholar
  4. 4.
    Mechanical Connections of Reinforcing Bars, (ACI 439.3R-91),“ Manual of Concrete Practice,Part 3.Google Scholar

Copyright information

© Springer Science+Business Media New York 1998

Authors and Affiliations

  • Edward S. Hoffman
    • 1
  • David P. Gustafson
    • 2
  • Albert J. Gouwens
    • 3
  1. 1.Edward S. Hoffman, Ltd.ChicagoUSA
  2. 2.Concrete Reinforcing Steel InstituteSchaumburgUSA
  3. 3.Gouwens Engineering Consultants, Inc.ElmhurstUSA

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