7) Consider the beam in the figure below. Take w=50 kN/m. The 40 kN force makes an angle of 60 degrees with the horizontal. Assume the thickness of the beam is small. Part A). What are the support reactions at A and B? Nc= Part C) Vc= -2 m- Part B) Determine the internal normal force at point C in the beam. Part D) beam. 40 kN -2 m- B Determine the absolute value of the internal shear force at point C in the beam. Determine the absolute value of the internal bending moment at point C in the

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Q: Draw the shear diagram for the beam B) Draw the moment diagram for the beam

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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.