A simple beam with an overhang is subjected to a point load P = 6 kN. If the maximum allowable deflection at point C is 0.5 mm, select the lightest W 360 section from Table F-1(b) that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam Also, determine the deflection d₀ at the point where the load is applied. Use the second-order differential equation of the deflection curve.

Table F-1

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A -L- B L 2 P с