Parameter study of the moment curvature response of circular reinforced concrete sections

Analyzes:

Rectangular Columns

Circular columns

Beams

User defines up to 10 sections in parameter matrix

M-C parameter produces several figures showing trends in the

response of the analyzed sections

Shows the relation between yield curvature, yield strain of steel and section diameter

Shows the relation between strength and stiffness of the sections

Shows the relation between stiffness and reinforcing ratio