For the T-shape column shown in the figure below concrete cover to centroid of bars is 70 mm . Material strengths are
f^(')c=20MPaand fy
=275MPa. The longitudinal bars consist of
4-20mmdiameter bars in the flange and 3-32 mm diameter bars in the web as shown. Neglect the area of concrete displaced by the steel reinforcements. Determine the pure axial load capacity of the column in kN.
