By ACI Committee 318
318-14 and 318.2 public dialogue draft UNprotected
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Extra info for 318-14 and 318.2 public discussion draft UNprotected
Additional requirements that are specific to member types appear in the corresponding member chapters. 1 — Design of precast concrete members and All requirements in the Code apply to precast connections shall include loading and restraint conditions systems and members unless specifically excluded. from initial fabrication to end use in the structure, including In addition, some requirements apply specifically to form removal, storage, transportation, and erection. precast concrete. This section contains specific requirements for precast systems.
32 This draft is not final and is subject to revision. This draft is for public review and comment. ACI 318-14 Chapter 2 – Notation and Terminology May 2014 1 water-cementitious materials ratio — Ratio of mass of water, excluding that absorbed by the aggregate, to the mass 2 of cementitious materials in a mixture, stated as a decimal. 3 Work — The entire construction or separately identifiable parts thereof that are required to be furnished under the 4 construction documents. 5 yield strength — Specified minimum yield strength or yield point of reinforcement; Yield strength or yield point 6 shall be determined in tension according to applicable ASTM standards as modified by this Code.
The selection types of the members to use in a specific project and the role or roles these member types play is made by the licensed design professional complying with requirements of the Code. 1 shall be in accordance with member, requirements follow the same general Chapters 7 through 18. sequence and scope, including general requirements, design limits, required strength, design strength, reinforcement limits, reinforcement detailing, and other requirements unique to the type of member. 1. acceptable if they meet the intent of the Code.