A beam is loaded and supported as shown, with F = 3 KN, M = 2.4...

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A beam is loaded and supported as shown, with F = 3 KN, M = 2.4 kN*m, M = 1.5 kN*m, w = 3 kN/m, and w = 5 kN/m. The dimensions on the figure are a = 1.5 m, b = 1.8 m, c = 2.1 m, and d = 1.7 m. Draw and label shear and bending moment diagrams for this beam. From your diagrams, enter the following information. Limits of an interval are defined anywhere there is a change in the loading or the shear diagram becomes zero. The first interval is on the left and subsequent intervals are in order moving to the right. M W F W A B a M D E - b d Note: M is being applied at point A, at the left end of distributed load w. RB RE KN KN x left Xright Vien Vright function type curvature Maje Mright function type curvature Interval m m KN KN KN*m KN*m 1 2 3 4 0 0 linear not curved quadratic convex up 0 linear not curved linear not curved 0 linear not curved quadratic convex up 0 linear not curved quadratic convex up 5 linear not curved 0 quadratic convex up A beam is loaded and supported as shown, with F = 3 KN, M = 2.4 kN*m, M = 1.5 kN*m, w = 3 kN/m, and w = 5 kN/m. The dimensions on the figure are a = 1.5 m, b = 1.8 m, c = 2.1 m, and d = 1.7 m. Draw and label shear and bending moment diagrams for this beam. From your diagrams, enter the following information. Limits of an interval are defined anywhere there is a change in the loading or the shear diagram becomes zero. The first interval is on the left and subsequent intervals are in order moving to the right. M W F W A B a M D E - b d Note: M is being applied at point A, at the left end of distributed load w. RB RE KN KN x left Xright Vien Vright function type curvature Maje Mright function type curvature Interval m m KN KN KN*m KN*m 1 2 3 4 0 0 linear not curved quadratic convex up 0 linear not curved linear not curved 0 linear not curved quadratic convex up 0 linear not curved quadratic convex up 5 linear not curved 0 quadratic convex up