A 2 m Į с + 20 kN/m 4 m FIGURE Q3(a) D + 2 m B 300 mm 100 mm Cross section FIGURE Q3(b) (b) As shown in Figure Q3(a), a

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A 2 m Į с + 20 kN/m 4 m FIGURE Q3(a) D + 2 m B 300 mm 100 mm Cross section FIGURE Q3(b) (b) As shown in Figure Q3(a), a

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A 2 m Į с + 20 kN/m 4 m FIGURE Q3(a) D + 2 m B 300 mm 100 mm Cross section FIGURE Q3(b)
(b) 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) (ii) (iii) Determine the equations of slope and deflection. Determine the maximum deflection in the beam. Determine the slope at point A. (10 marks) (3 marks) (2 marks)
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