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  1. Home
  2. Steel design (civi 306)
  3. Compression members

Compression members

OpenStax
@
Deriving euler's equation
1   Derivation of euler's equation
Example finding fcr
Example finding capacity
Width thickness ratio
Effective length
Example with different effective lengths
Slenderness ratio
Equations for p
Effective length and frames
Example finding k for frames
Flexural-torsional buckling

Source:  OpenStax, Steel design (civi 306). OpenStax CNX. Jan 22, 2004 Download for free at http://cnx.org/content/col10153/1.3
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