Title:
Concrete Q&A: Welded Wire Reinforcement Placement
Author(s):
Publication:
Concrete International
Volume:
39
Issue:
11
Appears on pages(s):
64
Keywords:
DOI:
10.14359/51701250
Date:
11/1/2017
Abstract:
ACI 301-16 provides placement requirements for WWR
Related References:
1. ACI Committee 301, “Specifications for Structural Concrete (ACI 301-16),” American Concrete Institute, Farmington Hills, MI, 2016, 64 pp.
2. “CRSI RB4.1 - 2016: Supports for Reinforcement Used in Concrete,” Concrete Reinforcing Steel Institute, Schaumburg, IL, 2016, 25 pp.
3. ACI Committee 302, “Guide to Concrete Floor and Slab Construction (ACI 302.1R-15),” American Concrete Institute, Farmington Hills, MI, 2015, 76 pp.
4. “Supports Are Needed for Long-Term Performance of Welded Wire Reinforcement in Slabs-on-Grade,” Tech Facts TF 702-R-08, Wire Reinforcement Institute, Hartford, CT, 2008, 6 pp.
5. Neuber, J., “Support Requirements for Welded-Wire Reinforcement in Slabs,” Concrete International, V. 28, No. 9, Sept. 2006, pp. 39-41.