The simply supported beam with a rectangular cross-sectional area is designed to support the loading as shown in Figure Q3. i) Calculate the reactions at A and B. ii) Draw the shear force and bending moment diagrams for the beam. ii) Determine the maximum normal stress and shear stress due to bending. 3 kN 3 kN 450 N • m 100 mm A |B D. E 80 mm 300 mm 300 mm 200 mm

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