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The ACI Reinforced Concrete Design Handbook provides assistance to professionals engaged in the design of reinforced concrete buildings and related structures. This edition is a major revision that brings it up-to-date with the approach and provisions of "Building Code Requirements for Structural Concrete" (ACI 318-19).

The ACI Reinforced Concrete Design Handbook provides dozens of design examples of various reinforced concrete members, such as one- and two-way slabs, beams, columns, walls, diaphragms, footings, and retaining walls. For consistency, many of the numerical examples are based on a fictitious seven-story reinforced concrete building. There are also many additional design examples not related to the design of the members in the seven-story building that illustrate various ACI 318-19 requirements.

Each example starts with a problem statement, then provides a design solution in a three-column format—Code provision reference, short discussion, and design calculations—followed by a drawing of reinforcing details, and finally a conclusion elaborating on a certain condition or comparing results of similar problem solutions.

In addition to examples, almost all chapters in The ACI Reinforced Concrete Design Handbook contain a general discussion of the related ACI 318-19 chapter.
 

Document History

  1. ACI MNL-17(21)

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    ACI Reinforced Concrete Design Handbook

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  2. ACI SP-017(14)


    The Reinforced Concrete Design Handbook

    • Historical Version
  3. ACI Design Handbook: Design of Structural Reinforced Concrete Elements in Accordance with ACI 318M-05


    ACI Design Handbook: Design of Structural Reinforced Concrete Elements in Accordance with ACI 318M-05

    • Historical Version
  4. Design Handbook: Beams, One-Way Slabs, Brackets, Footings, Pile Caps, Two-Way Slabs, and Seismic Design in accordance with the Strength Design Method of 318-95


    Design Handbook: Beams, One-Way Slabs, Brackets, Footings, Pile Caps, Two-Way Slabs, and Seismic Design in accordance with the Strength Design Method of 318-95

    • Historical Version