Development length rebar aci 318 14

Sep 19, 2013 · Also, the development length for standard hook bars is determined. The provisions for development and splice lengths are included for high seismic risk applications per ACI 318M-05, Chapter 21. There is also a worksheet which contains reinforcing bar data tables. This METRIC version is based on the ACI 318M-05 Code.

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The Reorganized ACI 318 14 Code - Are You Ready? Neal S. Anderson, P.E., S.E. Staff Consultant Simpson Gumpertz & Heger, Chicago, Illinois • Development lengths • Torsional strength • Seismic design and detailing • Integrity reinforcement • Concrete exposure classes • Strain-based strength...

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The above referenced Excel Software Tool is provided for the determination of Reinforced Concrete (RC) Rebar Development Length for Straight or Hooked bars, using American Concrete Institute (ACI) 318-14 criteria and methodology. Consider our contractor’s dilemma. If the bar in question is an uncoated #6 bottom bar, with a yield strength of 60 ksi in normal weight concrete (f ‘ c = 4,000 psi), ACI 318 section 12.2.2 would yield a basic development length (and Class A lap splice length) of 29 inches. Building Code Requirements for Structural Concrete & Commentary (318R-14). "Building Code Requirements for Concrete Thin Shells" (ACI 318.2) is adopted by reference in this Code.The Code user will find that ACI 318-14 has been substantially reorganized and reformatted from previous...

The ACI Committee 408 design procedures do not require the use of the 1.3 factor for Class B splices that is required by ACI 318. Keywords: anchorage; bond; concrete; deformed reinforcement; development length; reinforced concrete; reinforcement; relative rib area; splice; stirrup; tie.

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