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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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.
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