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. AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 8.5 m column. Assume pinnedconnections 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) PerkN(c) o = iMPa

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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.

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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