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318-14 and 318.2 public dialogue draft UNprotected

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9 steel element, brittle — Element with a tensile test elongation of less than 14 percent, or reduction in area of less 10 than 30 percent at failure. 11 steel element, ductile — Element with a tensile test elongation of at least 14 percent and reduction in area of at least 30 12 percent; Steel element meeting the requirements of ASTM A307 shall be considered ductile; except as modified by for 13 earthquake effects, deformed reinforcing bars meeting the requirements of ASTM A615, A706, or A955 shall be 14 considered as ductile steel elements.

Cited standards are listed in the following with their serial designations, including year of adoption or revision. 1 — In this Code, references to standard specifications or other material are to a specific edition of the cited document. This is done by using the complete serial designation for the referenced standard including the title that indicates the subject and year of adoption. All standards referenced in this Code are listed in this chapter, with the title and complete serial designation.

This draft is for public review and comment. ACI 318-14 Chapter 4 – Structural System Requirements CODE May 2014 COMMENTARY the past. Although design of nonstructural elements for earthquake effects is not included in the scope of this Code, the potential negative effects of nonstructural elements on the structural behavior need to be considered in Seismic Design Categories B, C, D, E, and F. 3. diaphragm. 2 — Diaphragms and their connections to framing diaphragm described in the Commentary to that members shall be designed to transfer forces between the chapter.

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318-14 and 318.2 public discussion draft UNprotected by ACI Committee 318

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