STEEL RATIOS FOR COST OPTIMUM REINFORCED-CONCRETE BEAMS

Citation
Mm. Samman et Hf. Erbatur, STEEL RATIOS FOR COST OPTIMUM REINFORCED-CONCRETE BEAMS, Building and environment, 30(4), 1995, pp. 545-551
Citations number
NO
Categorie Soggetti
Construcion & Building Technology","Engineering, Environmental
Journal title
ISSN journal
03601323
Volume
30
Issue
4
Year of publication
1995
Pages
545 - 551
Database
ISI
SICI code
0360-1323(1995)30:4<545:SRFCOR>2.0.ZU;2-G
Abstract
The amount of main-reinforcement steel in reinforced concrete beams is limited by maximum and minimum steel ratios. No guidance is given by design codes as how to choose the ratios within the permissible range. Using systematic direct search, the influence of various factors on t he optimal steel ratio for single-reinforced concrete beams is studied . Using the design code of the American Concrete lnstitute, it is foun d that the most influential factors in selection of steel ratios are s upport conditions and material costs. Applied loads and yield strength of steel are shown to have some influence.