Next, we assign the element definition for the trusses (part 4).
- Double-click the Element Definition heading for Part 4 in the browser (tree view).
- Type 1 in the Cross-sectional area field. This area is arbitrary and is intended only to provide a relatively rigid joint.
- Ensure that the Large Displacement option is selected in the Analysis Type drop-down list. If you change the Analysis Type option, a pop-up message appears. Click OK to dismiss the message.
- Click OK to accept the element definition.
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