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Why do i have sagging moment on my support using etabs?

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oloksy

Structural
Aug 21, 2019
15
Why do i have sagging moment on my support using etabs?


unnamed_up0rh5.jpg
 
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Because that’s how you modeled it.

Did you expect something else?
 
My thoughts:

1. Column is not pinned/fixed at base (i.e. no support, spring support).
2. Column is supported by a beam/slab.
3. Check material properties of your elements.
 
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