For those stacks to which the check has been applied, the elastic critical load factor is calculated in both directions.
Note: Sway results are not relevant to models that use the ACI/AISC head code.
To review tabular sway check results:
- Open a view and change the view regime to Review View.
- On the Review ribbon, click Tabular Data
A Review Data tab is added to the ribbon and a Review Data View opens in a new window.
- On the Review Data ribbon, in the list in the View Type group, select Sway
- In the other groups of the Review Data ribbon, make the necessary selections to filter the results.
Tip: If there are a lot of columns in the building - in order to quickly determine the smallest elastic critical load factor in each direction, simply click the αDir1 header until the columns are arranged in increasing order, then repeat for αDir2 .
