This cantilever confuses me so much. The negative point loads and negative distributed load. And is the other one that's -40kN/m moment/torque or something. My question is how do I do the shear force and bending moment diagrams of this. Am i suppose to redraw the diagram and make everything positive by changing the direction??? can i even do that especially with the distributed load?
I don't really mind much for the numbers or anything its just the shape of the diagrams.
I've attached the diagram of the cantilever beam.
M=Fd where m=moment, f=force and d=perpendicular distance.
The Attempt at a Solution
i have attempted and attached it and so can anyone tell me if this looks right?
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