Accession Number : AD0824037
Title : ULTIMATE LOAD-BEHAVIOR CURVES FOR REINFORCED CONCRETE FLEXURAL MEMBERS.
Descriptive Note : Technical rept. Jan-Sep 66,
Corporate Author : NEW MEXICO UNIV ALBUQUERQUE ERIC H WANG CIVIL ENGINEERING RESEARCH FACILITY
Personal Author(s) : Crist, Robert A.
Report Date : OCT 1967
Pagination or Media Count : 242
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)
Descriptors : (*REINFORCED CONCRETE, FLEXURAL STRENGTH), (*STEEL, REINFORCING MATERIALS), COMPUTER PROGRAMS, TENSILE PROPERTIES, STRAIN HARDENING, BEAMS(STRUCTURAL), MATHEMATICAL MODELS, COMPRESSIVE PROPERTIES, LOADS(FORCES), MATHEMATICAL PREDICTION.
Subject Categories : Ceramics, Refractories and Glass
Metallurgy and Metallography
Distribution Statement : APPROVED FOR PUBLIC RELEASE