(b) 2 m + (ii) 20 kN/m 4 m FIGURE Q3(a) # 2 m D 2 m B + TTT 10 kN/m FIGURE Q3(c) 2 m (iii) Determine the slope at point

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B 2 M Ii 20 Kn M 4 M Figure Q3 A 2 M D 2 M B Ttt 10 Kn M Figure Q3 C 2 M Iii Determine The Slope At Point 1 (118.06 KiB) Viewed 19 times

(b) 2 m + (ii) 20 kN/m 4 m FIGURE Q3(a) # 2 m D 2 m B + TTT 10 kN/m FIGURE Q3(c) 2 m (iii) Determine the slope at point A. 300 mm As shown in Figure Q3(a), a uniform distributed load of 20 kN/m is applied to the centre of the beam. The cross section of the beam is shown in Figure Q3(b). The beam has the modulus of elasticity of E = 200 GPa. By using the Macaulay's method, (i) Determine the equations of slope and deflection. Determine the maximum deflection in the beam. 100 mm Cross section FIGURE Q3(b) (10 marks) (3 marks) (2 marks)