7th Edition

ISBN: 9780073398235

Author: Ferdinand P. Beer, E. Russell Johnston Jr., John T. DeWolf, David F. Mazurek

Publisher: McGraw-Hill Education

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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.

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Textbook Question

Chapter 10, Problem 120RP

(a) Considering only buckling in the plane of the structure shown and using Euler’s formula, determine the value of θ between 0 and 90° for which the allowable magnitude of the load P is maximum. (b) Determine the corresponding maximum value of P knowing that a factor of safety of 3.2 is required. Use E = 29 × 10⁶ psi.

Fig. P10.120

Chapter 10, Problem 120RP, (a) Considering only buckling in the plane of the structure shown and using Eulers formula,

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Chapter 10, Problem 119RP

Chapter 10, Problem 121RP

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Chapter 10 Solutions

Mechanics of Materials, 7th Edition

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Solution Summary: The author calculates the value of theta for maximum magnitude of load P using the Euler's equation.

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Chapter 10 Solutions