The steel member shown below has a diameter of 69 mm, modulus of elasticity of E = 200 GPa, and is fixed at A and B. The support at A is rigid, but the support at B can be considered rigid only if the reaction force at B does not exceed 110 kN. The lengths are LAB = 5.8 m and LAC = 2.3 m Part A Determine the maximum load -LAC What is the maximum load, P, that can be applied such that the reaction at B does not exceed 110 kN ? Express your answer to three significant figures in kN. ▸ View Available Hint(s) ΜΕ ΑΣΦ | 11 vec ? Submit KN

The steel member shown below has a diameter of 69 mm, modulus of elasticity of E = 200 GPa, and is fixed at A and B. The support at A is rigid, but the support at B can be considered rigid only if the reaction force at B does not exceed 110 kN. The lengths are LAB = 5.8 m and LAC = 2.3 m Part A Determine the maximum load -LAC What is the maximum load, P, that can be applied such that the reaction at B does not exceed 110 kN ? Express your answer to three significant figures in kN. ▸ View Available Hint(s) ΜΕ ΑΣΦ | 11 vec ? Submit KN

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 11.3.9P: A column, pinned at top and bottom, is made up of two C 6 x 13 steel shapes (see figure) that act...

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