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Design a non slender circular column with six vertical rebars and circumferential rebar cage, subjected to a factored ultimate loading Vu = 3.78 × 106 N.

The section properties are: concrete,  f'c = 27.57 MPa, diameter D = 500 mm; longitudinal steel reinforcement, As = 1, 406.72 mm2, fy = 413 MPa; FRP, f'fu= 3, 800 MPa,  ε'fu = 0.0167, tf = 0.30 mm.

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