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.