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Perilun

Torsion of a structure

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Hello to everyone,

 

i have a structure. It consists two plates, which are connected through four bars. One of the plates is fix and cannot move or rotate. On the other plate a moment is applied. The axis of the moment not coincide with the axis of the plate.

 

I would like to calcualte the cross section sizes of the bars, which are needed to avoid the destruction of the bars and to avoid a deflection of the bars more than 0.5 mm.

 

How it can be done?

 

Thank you in advance!

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It would help if you would post a figure to make your geometry clear.

DrD

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