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, dissemination, and adoption of its 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: Distribution of Stirrups across Web of Deep Beams
Author(s): Robin Tuchscherer, David Birrcher, Matthew Huizinga, and Oguzhan Bayrak
Publication: Structural Journal
Appears on pages(s): 108-115
Keywords: deep beam; stirrup detailing; strut-and-tie model; web reinforcement
Abstract:The purpose of the experimental program presented in this paper was to evaluate the benefit of distributing stirrups across the web of beams subjected to deep-beam shear. To accomplish this goal, three full-scale beams were fabricated and tested at the Ferguson Structural Engineering Laboratory in Austin, TX. Two ends of each beam were tested, resulting in a total of six tests. All specimens were tested with a span-depth ratio (a/d) of 1.84. Four tests were conducted on specimens with a 21 x 44 in. (530 x 1120 mm) cross section and two tests were conducted on beams with a 36 x 48 in. (910 x 1220 mm) cross section. The primary experimental variables were the number of stirrup legs distributed across the web and the amount of web reinforcement. Based on the results of the testing program, it was observed that the addition of closely spaced stirrups did not significantly improve the shear capacity or serviceability performance.
Click here to become an online Journal subscriber