In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Concrete Q&A: Minimum Reinforcement in Elevated Water Storage Tanks
Publication: Concrete International
Appears on pages(s): 82-84
Abstract:Q. Table 5.2 in “Guide for the Analysis, Design, and Construction of Elevated Concrete and Composite Steel-Concrete Water Storage Tanks (ACI 371R-08),”1 includes recommendations for minimum wall reinforcement. Under the heading, “Seismic coefficient SD1 < 0.20,” the table has two minimum reinforcement ratios for vertically oriented bars, depending on the “maximum compressive fiber stress based on actual axial plus flexure stress resulting on gross concrete section” fc. The ratio is 0.0015 when fc is below 1 ksi (7 MPa), but it’s 0.005 when fc is 1 ksi or more. Why is there such a jump when fc exceeds 1000 psi? Also, could you provide more details on the calculation of fc?
Click here to become an online Journal subscriber