Draw shear and moment diagram. Note: the support reactions have been provided. 2 kN MA M Ang Ay -1.5 m- 1.5m 3 kN m 3 kN.m 1.5 m- 1.5m 2 KN TIF 0 (+ΣΜ, = 0, A, 2=0 A, 2 kN M₁-3-2(3) = 0 9 kN m MA

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Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.