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: New PCI Bearing Pad Design Recommendations
Author(s): James K. Iverson and donald W. Pfeifer
Publication: Special Publication
Appears on pages(s): 233-246
Keywords: bearings; buildings; compressive strength; pads; specifications; structural design; thickness; Design
Abstract:The recent revisions in recommendations for selecting and designing bearing pads for use in building construction presented in the 1985 revision to the Prestressed Concrete Institute's Design Handbook are outlined. These revisions are summarized and discussed. The selection of pads includes consideration of rotation effects, and design of pads is based on a straightforward linear equation. Testing, both in this work and earlier work of others, shows slippage of pads under high compressive stress may occur at much lower shear forces than have been previously recognized, and guidance is given in this area.
Click here to become an online Journal subscriber