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If the beam shown in the figure given below is to have zero bending moment at its middle point, the overhang x should be

If the beam shown in the figure given below is to have zero bending moment at its middle point, the overhang x should be P (N) (a) (c) X wl 4P wl 8P @ (N/m) mm 1 (b) (d) X 22 6P wl 12P P (N)

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