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1225 views1 edit(s)1613 characters(s) Page last modified 10:02, 21 Mar 2012 by contentconnector
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Problem Description

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    • This tutorial uses the results from the model analyzed in the Truss Tower Natural Frequency - Modal Analysis tutorial. If this tutorial was not completed, use Truss Tower Modal Results.ach in your tutorial models folder.
    • A 150 lbf load is applied in the X direction to the four nodes at the top of the tower.
    • The force is applied at 10, 15, and 25 Hz and at the first five natural frequencies.
    • A damping ratio of 0.01 will be used.  

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