Eccentric load

02-Getting started with the modelling
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Muntasir
Posts: 54
Joined: 21 Sep 2010, 03:48

Eccentric load

Post by Muntasir »

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
huffte
Posts: 1005
Joined: 22 Jul 2011, 10:19
Location: Cookeville, Tennessee, USA
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Re: Eccentric load

Post by huffte »

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
Muntasir
Posts: 54
Joined: 21 Sep 2010, 03:48

Re: Eccentric load

Post by Muntasir »

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
ricardomonteiro
Posts: 37
Joined: 15 Sep 2010, 11:40

Re: Eccentric load

Post by ricardomonteiro »

Hi Muntasir,

To apply a moment, simply use the Force type Permanent Load, choosing the moment 'direction' you want, rx, ry or rz.

Ricardo
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