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How do you get the shear diagram and bending moment diagram of this?
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I know the ff: 1. The continuous load of 4kN/m can be simplified to 24kN 2. At point D, there is a vertical reaction D_y 3. At point A, there is a vertical reaction A_y and horizontal reaction A_x. From summing the x-components of the forces, you'll know that A_x = -3kN. And from the y-components, A_y + D_y = 24kN. From summing moments about point C, you'll get D_y = 14.25kN and A_y = 9.75kN. At this point I'm stuck. Any help, please?
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