AWT205 - 30 structural steel section (see Appendix B for cross-sectional properties) is used for a6.6mcolumn Assume pinned connections at eachendof the column. Determine lal the slendermess ratio bi the Euler buckling load. Use E- 200GPa for the steel. c the adial stress in the columnwhen the Euler load is applied. Part 1 Use Appendix B to lookup the cross-sectional area the area moment of inertia and the radius of gyration fora WT20S x30 structural steel section Answer. A- x10 mm mm x10mm mm

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 11.6.11P: A steel column ( E = 30 X 103 ksi) that is fixed at the base and free at the top is constructed of a...
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Question 4 of 10
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AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 6.6 mcolumn. Assume pinned
connections at each end of the column. Determine:
(a) the slenderness ratio.
(bi the Euler buckling load. Use E- 200 GPa for the steel.
(c) the asdal stress in the columnwhen the Euler load is applied.
Part 1
Use Appendix B to lookup the cross-sectional area, the area moment of inertia, and the radius of gyration for a WT205 x 30
structural steel section.
Answer
A
x 10 mm
mm
x 10 mm
mm
Transcribed Image Text:Question 4 of 10 -/ 10 Current Attempt in Progress AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 6.6 mcolumn. Assume pinned connections at each end of the column. Determine: (a) the slenderness ratio. (bi the Euler buckling load. Use E- 200 GPa for the steel. (c) the asdal stress in the columnwhen the Euler load is applied. Part 1 Use Appendix B to lookup the cross-sectional area, the area moment of inertia, and the radius of gyration for a WT205 x 30 structural steel section. Answer A x 10 mm mm x 10 mm mm
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