Design a simply supported beam of 10m effective span to carry i total factored load of 60 kN/m. The depth of beam is limited 500mm .
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Height of the beam is h = 480 mm and width b = 240 mm. The design strength for concrete is fcd = 22,0 MPa and for reinforcement bars fyd = 455,0 MPa. (CC2, combination factor for live loads ψο =0,7). Determine required amount of reinforcement steel (As) in most stressed cross-section.
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