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RE: damping

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Dear sye i want to design conection in staad between two connected beam .. And i want to know how much bolts required for this connection .. 

Best regards 
M waqas ghani 


On Saturday, 7 May 2016, Sye <bounce-4B158BCB-49CE-40E0-89E1-ACEFAED0558D@communities.bentley.com> wrote:

 

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RE: damping

Sye

Structural response to wind is generally elastic and so I think you are fine considering 1% damping ( damping factor 0.01 ) for wind analysis.


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