Oct 14, 2009 #1 ridgeline Civil/Environmental Joined May 29, 2008 Messages 28 Location US What value should you use for anchorage slip (da), when calculating deflection for a wood shear wall that does not have a holddown?
What value should you use for anchorage slip (da), when calculating deflection for a wood shear wall that does not have a holddown?
Oct 14, 2009 #2 msquared48 Structural Joined Aug 7, 2007 Messages 14,745 Location US If there is no net uplift, then where is the slip? Mike McCann MMC Engineering Upvote 0 Downvote
Oct 15, 2009 #3 JoshPlumSE Structural Joined Aug 15, 2008 Messages 10,861 Location US IMO, that portion of the equation should contain any information related to deformation of the compression chord (i.e. sill plate crushing, hold down deformation, et cetera). Josh Upvote 0 Downvote
IMO, that portion of the equation should contain any information related to deformation of the compression chord (i.e. sill plate crushing, hold down deformation, et cetera). Josh