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Design a non slender circular column with six vertical rebars and circumferential rebar cage, subjected to a factored ultimate loading V_u = 3.78 × 10⁶N. The section properties are: concrete, f^'_c= 27.57 MPa, diameter D = 500 mm; longitudinal steel reinforcement, A_s = 1, 406.72 mm², f_y = 413 MPa; FRP, f^'_fu = 3, 800 MPa, ε^'_fu = 0.0167, t_f= 0.30 mm.

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