tied column
Isaac Kremer/ November 21, 2025/ / 0 comments
A concrete column reinforced with vertical bars and individual lateral ties. Lateral ties should have a diameter of at least 3/8 in. (9.5 mm), spaced apart not over 48 tie diameters, 16 bar diameters, or the least dimension of the column section. Each corner and alternate longitudinal bar should be laterally supported by the bend of a tie having an included angle of not more than 135 degrees, with no bar being more than 6 in. (152 mm) clear from such a supported bar. (Ching, 1995)