Formula for Vertical column +eccentric loading

  • Thread starter subbby
  • Start date
  • #1
22
0
hi,

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

Regards,

Subbby
 

Answers and Replies

  • #2
22
0
m sorry... COLUMNS ARE VERTICAL....

:-)
 
  • #3
5,439
9
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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