A WT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 9.7 m column. Assume pinned connections at each end of the column. Determine: (a) the slenderness ratio. (b) the Euler buckling load. Use E = 200 GPa for the steel. (c) the axial stress in the column when the Euler load is applied. Answer: (a) Slenderness ratio - i (b) Per kN (c) a - i MPa

A WT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 9.7 m column. Assume pinned connections at each end of the column. Determine: (a) the slenderness ratio. (b) the Euler buckling load. Use E = 200 GPa for the steel. (c) the axial stress in the column when the Euler load is applied. Answer: (a) Slenderness ratio - i (b) Per kN (c) a - i MPa

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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