Reinforcement, Anchorages and Splices

5th Edition

Contents: Section 1 Introduction -- 1.1 General -- 1.2 Anchorages and Splices of Reinforcing Bars -- 1.3 Anchorages and Splices of Welded Wire Reinforcement -- Section 2 Design Requirements -- 2.1 General -- 2.2 Tension Lap Splices -- 2.3 Compression Lap Splices -- 2.4 Application of ACI Code Design Requirements -- 2.5 CRSI Recommendations to Architects/Engineers for Splices of Reinforcing Bars -- Section 3 Methods of Splicing -- 3.1 Lap Splices -- 3.2 Mechanical Splices -- 3.3 Welded Splices -- Section 4 Designing and Specifying Splices -- 4.1 Responsibility -- 4.2 Consideration in Selection of Splice Method -- Section 5 Applications of End Anchorages and Splices -- 5.1 Lap Splices of Bars #11(#36) or Smaller for Compression Only -- 5.2 Mechanically-Spliced Dowels; Various Methods Applicable to All Sizes of Column Bars -- 5.3 Non-Staggered Dowel Splices -- 5.4 Headed Reinforcing Bars -- Section 6 Sample Detailed Column Schedules -- 6.1 End-Bearing Mechanical Splices -- 6.2 Tension-Compression Mechanical Splices or Butt-Welded Splices -- Section 7 - Field Assembly of Splices and Erection of Reinforcing Bars -- Section 8 Referenced Documents -- Appendix A Development and Lap Splice Tables -- Table A1 Tension Development and Lap Splice Lengths for Bars (ACI 12.2.2.) -- Table A2 Tension Development and Lap Splice Lengths for Bars (AASHTO) -- Table A3 Tension Development and Lap Splice Lengths for Bars in Walls and Slabs (ACI 12.2.3) -- Table A4 Tension Development Lengths for Bars in Joints under Earthquake Loading (ACI) -- Table A5 Compression Development and Lap Splice Lengths for Bars (ACI, AASHTO) -- Table A6 Tension Development and Lap Splice Lengths for Bars, Multiple of Bar Diameter (ACI) -- Table A7 Tension Development Lengths for Standard Hooks (ACI, AASHTO) -- Table A8 Tension Development Lengths for Headed Reinforcing Bars (ACI) -- Table A9 Tension Development Lengths for Standard Hooks in Joints under Earthquake Loading(ACI) -- Table A10 Tension Development and Lap Splice Lengths for Deformed Wires(ACI) -- Table A11 Tension Development Lengths for Deformed Welded Wire Reinforcement (ACI) -- Table A12 Tension Lap Splice Lengths for Deformed Welded Wire Reinforcement (ACI) -- Table A13 Tension Development and Lap Splice Lengths for Plain Welded Wire Reinforcement (ACI) -- Appendix B Mechanical Splices -- B.1 Tension-Compression Mechanical Splices -- B.2 Compression-Only Mechanical Splices -- B.3 Dowel Bar Mechanical Splices -- Appendix C Supporting Formulas for Table in Appendix A -- C.1 Tension Development Length - ACI 12.2.2. -- C.2 Tension Development Length - ACI 12.2.3 -- C.3 Tension Development Length - AASHTO -- C.4 Compression Development Length - ACI, AASHTO -- C.5 Tension Development Length of Standard Hooks - ACI, AASHTO -- C.6 Tension Development of Headed Bars - ACI -- C.7 Tension Lap Splice Length - ACI -- C.8 Tension Lap Splice Length (AASHTO) -- C.9 Compression Lap Splice Length - ACI, AASHTO -- C.10 Tension Development Length for Bars in Joints Under Earthquake Loading (ACI) -- C.11 Tension Development Length for Standard Hooks in Joints Under Earthquake Loading - ACI -- C.12 Tension Development Length of Plain Welded Wire Reinforcement-ACI -- C.13 Tension Development Length of Deformed Wire - ACI -- C.14 Tension Lap Splice Length of Plain Welded Wire Reinforcement-ACI -- C.15 Tension Lap Splice Length of Deformed Welded Wire Reinforcement-ACI