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Formula for Vertical column +eccentric loading

  1. Apr 8, 2010 #1

    can any one help me with the formula for a vertical Column (C-Channel) subjected to Eccentric Loading?


  2. jcsd
  3. Apr 8, 2010 #2
    m sorry... COLUMNS ARE VERTICAL....

  4. Apr 9, 2010 #3
    Since your section is not symmetric you need to start by drawing the section and calculating the principal moments of inertia.

    Then you need to present a section showing the position of the loading to anyone trying to help.
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