The beam shown carries an ultimate load of 28.5 kN/m. The beam has a limited width of 275 mm and height 450 mm. Tension and compression reinforcement shall be placed at 65 mm from outer face. Determine the required tension and compression reinforcement at support and midspan of the beam. Use f'c-21 MPa and fy=280 MPa. 2m 4m 2m

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