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.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
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: Diagonal Tension Strength of Reinforced Concrete T-Beams with Varying Shear Span
Author(s): A. F. Al-Alusi
Publication: Journal Proceedings
Appears on pages(s): 1067-1077
Keywords: no keywords
Abstract:A study of the infhxnce of variations of shear span and percentage of longi-tudinal steel on mode of failure, cracking strength, and ultimate strength ol reinforced concrete T-beams without web reinforcement is reported. Emphasis was placed on beams with large shear spans. The 25 beams tested included only simple-span beams under two symmetrical concentrated loads. The influence of mesh reinforcement in the flange, and that of longitudinal compres-sion reinforcement was also investigated. For a shear span ratio (a/d) between 4.0 and 8.0, the ratios ultimate shearing stress to cylinder strength, and cracking shearing stress to cylinder strength, were for all practical purposes constant. For the same a/d range, a large increase in the steel area did not affect rithcr the ultimate shear-ing strength or the cracking strength.
Click here to become an online Journal subscriber