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 .

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

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

Uniaxial design is inadmissible.