Steel Section Design and Connections Tutorial - Kxcad.net
Steel Section Design and Connections Tutorial - Kxcad.net
Steel Section Design and Connections Tutorial - Kxcad.net
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T2.2.16 Deflections <strong>and</strong> Sway Stability<br />
We will now view the frame deflection under serviceability <strong>and</strong> sway stability<br />
conditions.<br />
Select ‘List of Selected Nodal Displacements’ from the Edit-View menu.<br />
The Nodal displacements check is also accessible by selecting the AutoCheck<br />
design brief.<br />
Serviceability <strong>and</strong> Sway Stability nodal displacement are automatically<br />
extracted for eaves <strong>and</strong> apex nodes. The Sway Stability displacement limit of<br />
h/1000 is also automatically inserted.<br />
The maximum horizontal sway is only 2.95 mm which is less than half the<br />
permissible value of h/1000 (6 mm).<br />
Other analysis information can be viewed using ‘View Analysis Output’ <strong>and</strong><br />
‘Bending, shear <strong>and</strong> deflection’ from the Print menu.<br />
3.15 View <strong>and</strong> Print Results<br />
T2 Multi-bay Portal Frame <strong>Design</strong> <strong>Tutorial</strong><br />
T2 - 16
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