Find support reactions at A and D and then calculate the axial force N, shear force V, and bending moment M at the mid-span of column BD. Let L = 4 m, q₀ =160 N/m, P = 200 N, and M₀ = 380 N · m.

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A Mo L/2 744 3 L X 90 B L D 000 L/2 3 4