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





RE: Quick timber column question
RE: Quick timber column question
www.SlideRuleEra.net
RE: Quick timber column question