ACI 408.3R-09

ACI 408.3R-09

Guide for Lap Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary American Concrete Institute / 01-Oct-2009 / 8 pages

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This guide provides recommended requirements to determine tension development and splice lengths for high relative rib area bar reinforcement, which are not in commercial production in the U.S. at the time of publication. When such requirements are applicable for a project, the user may incorporate the information in this guide into a legal document; however, this guide is not an ACI standard and shall not be adopted by reference into legal documents. To assist the user to incorporate the information into a legal document, the relevant portion of the document is written in mandatory language. A commentary to the mandatory language portion is provided for additional information. Commentary provisions begin with an R, such as R1.1.1, and are shown in italics.



This product replaces:ACI 408.3-01/408.3R-01 - Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary
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ACI 408.3R-09
ACI 408.3-01/408.3R-01
Chapter 1--Introduction, p. 408.3R-2

Chapter 2--Scope, p. 408.3R-2

Chapter 3--Notation and definitions, p. 408.3R-3

3.1--Notation

3.2--Definitions

Chapter 4--Development of high relative rib area bar reinforcement in tension, p. 408.3R-3

Chapter 5--Lap splices of high relative rib area bar reinforcement in tension, p. 408.3R-6

Chapter 6--References, p. 408.3R-7

6.1--Referenced standards and reports

6.2--Cited references

Appendix A--Recommended supplement to ASTM A615/A615M for high relative rib area bars,

p. 408.3R-7

A.1--Requirements for deformations

A.2--Relative rib area

A.3--Type of steel

A.4--Referenced documents

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