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Calculate the maximum distributed load intensity "w" that a simply supported beam of length L = 5 m is able to carry.

The geometric and material data of the cross section are: concrete, f^'c = 27.57 MPa, width b = 300 mm, height h = 500 mm, depth of the tension reinforcement d = 460 mm; steel reinforcement, A_s= 602 mm², f_y = 413 MP a; FRP, f^'_fu = 2800 MP a, f^'_fu= 0.017, E_f = 164000 MP a, b_f = 200 mm, t_f= 1.0 mm, n = 1.

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