The beam below is supported at points B and D and is under 3 loads. Calculate: Note: Draw the support reactions in the positive directions. f F1 A BC D E M1 a b c d f = 70 N/m M1 = 100 N.m F1 = 300 N a = 3 m b = 1 m c = 4 m d = 3 m The vertical reaction force at point B. The reaction force at point D.
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A simply supported beam is 10 m long and is loaded as shown below in Figure 4. For this beam E = 200 GPa and I = 365.9 × 10⁻⁶ m⁴. (a) Calculate the reaction forces Rₐ and Rဣ. (2 Marks) (b) Develop equations for moment, slope and deflection. (12 Marks) (c) Calculate the deflection at the midpoint of the beam. (2 Marks) (d) Calculate the maximum bending moment in the beam. (4 Marks) (Total 20 Marks)
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