9.4.2.1 Example of Design of Column Section Subjected to Axial Load and Biaxial Bending: Eurocode 2 Method Design the reinforcement for the column section shown in Fig. It is subjected to the following actions at ULS: .

The material strengths are for concrete and
reinforcement. Assume the cover is , links are in diameter and main bars

(a) As information about the height and end conditions of the column are not known, assume equation is satisfied.
(b) Check equation (5.38b).

Uniaxial design is inadmissible.