Hi,
I am trying to apply a eccentric load in a column. How I can apply that eccentric load. Can anyone help me.
Thanks
Muntasir
Eccentric load
Re: Eccentric load
Perhaps the best way would be to apply the axial force concentrically along with a moment about the appropriate axis. Depending upon the adjacent members framing into the column and the true point of application of the eccentric load, it may be necessary to add a joint near the to of the column to whihc the load may be applied. Or it may be reasonable to just apply the force/moment pair at a joint node.
Tim Huff
Re: Eccentric load
Hi Hufte,
Thanks for your reply. I am trying to apply the eccentric load on a single column. It is not a part of a frame. Moreover I was wondering how can I apply moment in seismostruct. Any help on this issue will be appreciated.
Thanks
Thanks for your reply. I am trying to apply the eccentric load on a single column. It is not a part of a frame. Moreover I was wondering how can I apply moment in seismostruct. Any help on this issue will be appreciated.
Thanks
-
- Posts: 37
- Joined: 15 Sep 2010, 11:40
Re: Eccentric load
Hi Muntasir,
To apply a moment, simply use the Force type Permanent Load, choosing the moment 'direction' you want, rx, ry or rz.
Ricardo
To apply a moment, simply use the Force type Permanent Load, choosing the moment 'direction' you want, rx, ry or rz.
Ricardo