Sep 22, 2006 #1 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
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
Sep 23, 2006 #2 JAE Structural Joined Jun 27, 2000 Messages 15,714 Location US I think its somewhat similar....i.e. material independent. Upvote 0 Downvote
Sep 24, 2006 #3 SlideRuleEra Structural Joined Jun 2, 2003 Messages 5,527 Location US Concur with JAE. http://www.SlideRuleEra.net Upvote 0 Downvote
Sep 25, 2006 Thread starter #4 SRO Structural Joined Dec 27, 2001 Messages 104 Location US Thanks Upvote 0 Downvote