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Radial and tangential spring orientation

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Kerimo01

Kerimo01

Civil/Environmental
Joined
May 6, 2010
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I am modeling the interaction between rock and a concrete lining. I have detemined the tangential and radial spring stiffnesses, but I am not sure how to translate these spring stiffnesses into staad. Which one would be KFX, and KFY? Thanks!
 
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