ULTIMATE LOAD-BEHAVIOR CURVES FOR REINFORCED CONCRETE FLEXURAL MEMBERS.
Abstract
This report consists of 210 graphs of an equation relating shear stress to the following variables: average concrete stress, maximum concrete stress, concrete cylinder strength, reinforcing ratio, ultimate compressive concrete strain, and reinforcing steel strain. A wide range of variables was used for the solution of the equation to include most cases encountered. The figures will facilitate the determination of the steel stress in reinforced concrete beams with only tensile reinforcing at ultimate load. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Oct 01, 1967
- Accession Number
- AD0824037
Entities
People
- Robert A. Crist
Organizations
- University of New Mexico