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Compression Members
This chapter contains sections titled:
General Remarks
Yielding
Flexural Column Buckling
Torsional Buckling and Flexural–Torsional Buckling
Effect of Local Buckling on Column Strength
Distortional Buckling Strength of Compression Members
Effect of Cold Work on Column Buckling
North American Design Formulas for Concentrically Loaded Compression Members
Effective Length Factor K
Built‐Up Compression Members
Bracing of Axially Loaded Compression Members
Design Examples
Compression Members Having One Flange Fastened to Decks or Panels
Wall Studs
Additional Information on Compression Members
Compression Members
This chapter contains sections titled:
General Remarks
Yielding
Flexural Column Buckling
Torsional Buckling and Flexural–Torsional Buckling
Effect of Local Buckling on Column Strength
Distortional Buckling Strength of Compression Members
Effect of Cold Work on Column Buckling
North American Design Formulas for Concentrically Loaded Compression Members
Effective Length Factor K
Built‐Up Compression Members
Bracing of Axially Loaded Compression Members
Design Examples
Compression Members Having One Flange Fastened to Decks or Panels
Wall Studs
Additional Information on Compression Members
Compression Members
Yu, Wei‐Wen (author) / LaBoube, Roger A. (author)
Cold‐Formed Steel Design ; 191-221
2010-09-15
31 pages
Article/Chapter (Book)
Electronic Resource
English
design provisions for flexural buckling ‐ effect of local buckling on column strength in AISI specification , distortional buckling strength of compression members , 1989 Addendum, design limitations from Commentary to Specification ‐ permitting stub‐column , compression members , cross section of steel columns, of any shape ‐ stiffened elements and unstiffened elements
British Library Conference Proceedings | 1996
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|Compression members in trusses
TIBKAT | 1970
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