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Question 2 -2m -1 m 8p=0 (a) (b) Figure 2 (a) shows a simply supported beam. Analyse the beam to determine the: a. Reactions at pin support A and roller support C. Draw the FBD of the structure. b. Moment equations for beam section at: i. Om ≤x, <2m. ii. 2m < x≤ 3m. iii. Draw the FBD or each section. c. Slope, (EI) and deflection, (EI) equations of each section by using double integration method. El is constant. d. Coefficients of integration of each equation in question c) by: i. using boundary condition at pin support A (x₁=0m, v₁ =0) and roller support C (x₂ = 3 m, v₂ = 0). ii. using continuity condition at B where distance, x₁ = x₂ = 2m, dvy duż slope, = and deflection, ₁ = 2. day dx2 e. Maximum deflection at D (Om ≤ x < 2m), as shown in figure 2 (b). El is constant. i. Determine the distance of D from the origin if slope, 8= 0. ii. Maximum deflection, vi at D as a function of El. 6 kN D B D "p