(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 sect

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(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 sect

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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 Sect 1
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 Sect 1 (122.73 KiB) Viewed 57 times
(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) 2 m Determine the equations of slope and deflection. Determine the maximum deflection in the beam. Determine the slope at point A. с 20 kN/m 4 m FIGURE Q3(a) D B TIT 2 m (10 marks) (3 marks) (2 marks)
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