Question: Why does the 4 8 0 0 lbs - ft moment isn't taking into account for the bending moment diagram at x = 1 1

Why does the 4800lbs-ft moment isn't taking into account for the bending moment diagram at x=11? Should the BM equation not be M(11)=4800x -500/2*x2+4800?
Why does the 4 8 0 0 lbs - ft moment isn't taking

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