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Quick timber column question

Quick timber column question

Quick timber column question

(OP)
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

RE: Quick timber column question

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

RE: Quick timber column question

(OP)
Thanks

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