A tapered bar of length L=3 m has a diameter varying linearly from d =0.05 m at one end to dz=0.01 m at the other. It is subjected to a tensile force F=10,000 N.

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A tapered bar of length L=3 m has a diameter varying linearly from d =0.05 m at one end to dz=0.01 m at the other. It is subjected to a tensile force F=10,000 N.
1. Derive the formula for the cross-sectional area as a function of position, A(x).

2. Calculate the stress at x=0 m, x=1.5 m, and x=3 m.

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