Click the
Element Definition heading under
Part 5
in the browser (tree view) to select it.
Holding down the
Ctrl key, click the
Element Definition heading under
Part 6
in the browser to select it also.
Right-click on one of the two selected headings and choose
Edit Element Definition from the context menu. The
Element Definition - Rigid
dialog appears.
The default stiffness is 10,000,000,000 (1E10), and all translation and rotational degrees of freedom (DOF) are activated. The master node of each element is rigidly connected to the slave nodes for all DOF.
Click
OK to accept the default element definition.
Double-click the
Element Definition heading for
Part 7
in the browser. The
Element Definition - Beam
dialog box appears.
Click in the only row of the
Sectional Properties table to select the row.
Click the
Cross-Section Libraries button.
Select the
Pipe option in the
User-Defined
drop-down box at the upper-right corner of the
Cross-Section Libraries
dialog.
Type
0.6 in the
Outer diameter (OD) field.
Type
0.05 in the
Wall thickness (tw) field.
Click
OK to accept the cross-sectional properties.