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Quick timber column question

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SRO

Structural
Joined
Dec 27, 2001
Messages
104
Location
US
For a continuous timber column, does anyone know what the required force is to adequately brace the column?

ie. For steel 2% of axial load is required for lateral bracing.

Thanks
 
I think its somewhat similar....i.e. material independent.
 
Thanks
 
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