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: Torsional Strength of Longitudinally Reinforced Beams Containing an Opening
Author(s): A. E. McMullen and H. R. Daniel
Publication: Journal Proceedings
Appears on pages(s): 415-420
Keywords: angle of twist;beams (supports);bending moments;cracking (fracturing); deflection; deformation; loads (forces);openings;reinforced concrete; shear properties;strains;structural design;torsion;torsion tests.
Abstract:Equations for predicting the torsional strength of longitudinally reinforced concrete beams that contain an opening to accommodate service ducts are presented and the results are compared with the test results of 29 beams. The strength of beams containing a short opening can be significantly larger than the strength predicted by the theory because the spiral crack extends into the solid portion of the beam. However, the eqautions can be modified emprically so that they satisfactorily predict the torsional strength. Although all the beams tested were subjected to pure torsion, the analysis includes the shear and moment due to self weight of the beam and can thus easily be extended to include members supporting external loads that cause shear and bending.
Click here to become an online Journal subscriber