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ETABS Columns Design

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insanias16

Structural
Nov 6, 2020
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Hi All,

I need some guidance in modelling eccentric column behavior in ETABS. The column reduces in size from one side only as it continues up. See attached sketch for reference.

Thanks.

Capture_rufe9l.png
 
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Three options that come to mind are to modify insertion point as EZ said, model as shell element and explicitly offset the edges, or model concentrically and then do hand calculations for the eccentric effects.

-JA
try [link calcs.app]Calcs.app[/url] and let me know what you think
 
Whatever you do, manual verification is highly recommended to make sure the feature is doing what you think it should. I'd make a model of only the column and test it out.
 
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