Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A WT205 × 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 8.5 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.
Transcribed Image Text:AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 8.5 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) o = i
MPa
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