Formula for Vertical column +eccentric loading

[subbby]

hi,

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

Regards,

Subbby

 

[subbby]

m sorry... COLUMNS ARE VERTICAL...

:-)

 

[Studiot]

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.