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Applying Shear

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kce2104

Structural
Aug 8, 2005
1
US
I have a cubic model that I am attempting to apply shear stress in the 12 (xy) direction, and I'm not sure what the best displacement arrangement is. That is, I apply forces on the appropriate surfaces, but unless coupled with the correct displacement inputs, the model simply rotates in space after running appropriate analysis. Does anyone have any input?

Thank you.
 
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