How would i graph the bending moment there is a uniformly


From the equations for the bending and shearing found by using statics, I do not know exactly how you are supposed to plot them.So for example: If I had shearing equations of, V=5.025-1.8x,V=-0.675-1.8x, and v=-0.975-1.8x and my lengths were 1.5m betweeneach cross-section, how would I graph this? A bending example:M=0.9x2+5.025x, M=-0.9x2+2.025x+7.538,and M=-0.9x2-0.975x+10.575 and I have the same length of 1.5m between each cross-section, how would the graph the bending moment? There is a uniformly distributed load throughout the whole beam and a 3kN force at 1.5m from A (start of the beam)and 3m from A.

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Civil Engineering: How would i graph the bending moment there is a uniformly
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