10. The rigid bars shown are separated by a roller and hinged at A and D. Bar AC is supported by a steel rod at B. Calculate the vertical movement of the roller at C. E= 200 GPa A = 300 mm2 L= 3 m | S0 kN 2 m 2 m 3m 1.5 m

10. The rigid bars shown are separated by a roller and hinged at A and D. Bar AC is supported by a steel rod at B. Calculate the vertical movement of the roller at C. E= 200 GPa A = 300 mm2 L= 3 m | S0 kN 2 m 2 m 3m 1.5 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.2.4P: Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

10. The rigid bars shown are separated by a roller and hinged at A and D. Bar AC is supported by a steel
rod at B. Calculate the vertical movement of the roller at C.
E = 200 GPa
A = 300 mm?
L= 3 m
|S0 kN
2 m 2 m
3 m
1.5 m

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