Analyse the beam that is loaded as shown in Figure Q for slopes and deflections by using the direct double integration m

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Analyse The Beam That Is Loaded As Shown In Figure Q For Slopes And Deflections By Using The Direct Double Integration M 1 (34.56 KiB) Viewed 51 times

Analyse the beam that is loaded as shown in Figure Q for slopes and deflections by using the direct double integration method. Do not use Macaulay's method. Ignore the weight of the beam. (1.1) Sketch the beam showing the values of ALL forces that are acting on it. (3 marks) (1.2) State the number of loading segments of the beam. (1 mark) (1.3) Write down the boundary conditions for the beam. (8 marks) (1.4) For each loading segment, determine the most simplified bending moment equation Me (4 marks) (1.5) Obtain the slope equations for each of the loading segments of the beam without solving for the values of integration constants. (8 marks) (16) Obtain the deflection equations for each of the loading segments of the beam without solving for the values of the integration constants. (8 marks) 10 KN 7.2 kN/m 30 kNm 2 m 3 m 5 m 10 m Figure Q.