ACI 318-14: Building Code Requirements for Structural Concrete and Commentary

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ACI 318-14 Building Code Requirements for Structural Concrete and Commentary
The “Building Code Requirements for Structural Concrete” (“Code”) provides minimum requirements for the materials, design, and detailing of structural concrete buildings and, where applicable, nonbuilding structures. This Code addresses structural systems, members, and connections, including cast-in-place, precast, plain, nonprestressed, prestressed, and composite construction. Among the subjects covered are: design and construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors; structural analysis methods; deflection limits; mechanical and adhesive anchoring to concrete; development and splicing of reinforcement; construction document information; field inspection and testing; and methods to evaluate the strength of existing structures. “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 editions. The principal objectives of this reorganization are to present all design and detailing requirements for structural systems or for individual members in chapters devoted to those individual subjects, and to arrange the chapters in a manner that generally follows the process and chronology of design and construction. Information and procedures that are common to the design of members are located in utility chapters.

The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate American Welding Society (AWS) standard. Uses of the Code include adoption by reference in a general building code, and earlier editions have been widely used in this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or intent of the Code provisions cannot be included within the Code itself. The Commentary is provided for this purpose. Some of the considerations of the committee in developing the Code are discussed within the Commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited.Technical changes from ACI 318-11 to ACI 318-14 are outlined in the May 2014 issue of Concrete International. Transition keys showing how the code was reorganized are provided on the ACI website on the 318 Resource Page under Topics in Concrete.

Content

  • Chapter 1 General
  • Chapter 2 Notation And Terminology
  • Chapter 3 Referenced Standards
  • Chapter 4 Structural System Requirements
  • Chapter 5 Loads
  • Chapter 6 Structural Analysis
  • Chapter 7 One-way Slabs
  • Chapter 8 Two-way Slabs
  • Chapter 9 Beams
  • Chapter 10 Columns
  • Chapter 11 Walls
  • Chapter 12 Diaphragms
  • Chapter 13 Foundations
  • Chapter 14 Plain Concrete
  • Chapter 15 Beam-column And Slab-column Joints
  • Chapter 16 Connections Between Members
  • Chapter 17 Anchoring To Concrete
  • Chapter 18 Earthquake-resistant Structures
  • Chapter 19 Concrete: Design And Durability Requirements
  • Chapter 20 Steel Reinforcement Properties, Durability, And Embedments
  • Chapter 21 Strength Reduction Factors
  • Chapter 22 Sectional Strength
  • Chapter 23 Strut-and-tie Models
  • Chapter 24 Serviceability Requirements
  • Chapter 25 Reinforcement Details
  • Chapter 26 Construction Documents And Inspection
  • Chapter 27 Strength Evaluation Of Existing Structures
  • Commentary References
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ACI 318-14: Building Code Requirements for Structural Concrete and Commentary

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