Title:
Concrete Q&A: Shear Design Provisions in ACI 318-19
Author(s):
Publication:
Concrete International
Volume:
41
Issue:
10
Appears on pages(s):
75-76
Keywords:
DOI:
10.14359/51720235
Date:
10/1/2019
Abstract:
Q. Do I have to use equation (c) from Table 22.5.5.1
in ACI 318-191 if my analysis shows that I don’t
need to use shear reinforcement?
Related References:
1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 623 pp.
2. 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.
3. Kuchma, D.A.; Wei, S.; Sanders, D.H.; Belarbi, A.; and Novak, L.C., “Development of the One-Way Shear Design Provisions of ACI 318-19 for Reinforced Concrete,” ACI Structural Journal, V. 116, No. 4, July 2019, pp. 285-295.