2 m C 20 kN/m 4 m FIGURE Q3(a) D + 2 m B (b) As shown in Figure Q3(a), a uniform distributed load of 20 kN/m is applied
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2 m C 20 kN/m 4 m FIGURE Q3(a) D + 2 m B (b) As shown in Figure Q3(a), a uniform distributed load of 20 kN/m is applied
(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) Determine the equations of slope and deflection. (10 marks)