AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 6.8 m 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. Part 1 Use Appendix B to look up the cross-sectional area, the area moment of inertia, and the radius of gyrat structural steel section. Answer: A- i mm2 Ix- i x 10° mm i mm i x 10°mm

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter5: Beams
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AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 6.8 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.
Part 1
Use Appendix B to look up the cross-sectional area, the area moment of inertia, and the radius of gyration for a WT205 x 30
structural steel section.
Answer:
A-
i
mm2
Ix- i
x 10° mm
i
mm
ly -
x 10° mm
ry
i
mm
Transcribed Image Text:AWT205 x 30 structural steel section (see Appendix B for cross-sectional properties) is used for a 6.8 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. Part 1 Use Appendix B to look up the cross-sectional area, the area moment of inertia, and the radius of gyration for a WT205 x 30 structural steel section. Answer: A- i mm2 Ix- i x 10° mm i mm ly - x 10° mm ry i mm
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