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Are there any "rules of thumb" when setting up wall design groups?

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Especially for stair/elevator core walls. It appears to have an effect on reinforcing in the walls, locations that need special boundary elements, and the extents of the special boundary element. I have no specific example to provide, just something I have observed from the structures I have modeled.

I have reviewed the manual many times and other resources for any guidance but can't seem to find anything. I would greatly appreciate the help.


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