Problem 2: A circular rod tapers in diameter from 50 mm from one end to 20 mmon theother end for a length of 12 m. it is attached to the ceiling with its bigger end and a load P= 85 kN is suspended at its lower end. The rod has E = 200 GPa. Compute the deformation of the rod due to this load. Neglect the weight of the bar.

Problem 2: A circular rod tapers in diameter from 50 mm from one end to 20 mmon theother end for a length of 12 m. it is attached to the ceiling with its bigger end and a load P= 85 kN is suspended at its lower end. The rod has E = 200 GPa. Compute the deformation of the rod due to this load. Neglect the weight of the bar.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.7.10P: Three round, copper alloy bars having the same length L but different shapes are shown, in the...

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