SITUATION. A beam has a width of 300 mm, overall depth of 600 mm and an effective depth of 520 mm. The beam is simply supported over a span of 9 meters and carries superimposed dead load of 8 kN/m and live load of 20 kN/m. Use yc = 24 kN/m3, F'c 21 MPa and Fy = 345 %3D %3D MPa. Calculate the ultimate shear in the concrete beam. Use 1.2D + 1.6L.

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