Title:
Evolution of ACI 562 Code—Part 4
Author(s):
Gene R. Stevens and Keith Kesner
Publication:
Concrete International
Volume:
38
Issue:
5
Appears on pages(s):
53-55
Keywords:
capacity, deterioration, load, repair
DOI:
10.14359/51688953
Date:
5/1/2016
Abstract:
This article is the fourth of a series of articles intended to explain the rationale behind some of the upcoming changes in the ACI 562 Code. It provides insight into the interpretations made by ACI Committee 562 for defining substantial structural damage in existing concrete structures when ACI 562-16 is used as a stand-alone code.
Related References:
1. “2015 International Building Code (IBC),” International Code Council, Washington, DC, 2015.
2. “2015 IEBC,” International Code Council, Washington, DC, 2015.
3. ASCE/SEI 7-10, “Minimum Design Loads for Buildings and Other Structures,” American Society of Civil Engineers, Reston, VA, 2010, 608 pp.
4. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.
5. ACI Committee 562, “Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings (ACI 562-13) and Commentary,” American Concrete Institute, Farmington Hills, MI, 59 pp.
6. Stevens, G., and Kesner, K., “Evolution of ACI 562 Code––Part 3,” Concrete International, V. 38, No. 4, Apr. 2016, p. 49.