Oct 14, 2009 #1 ridgeline Civil/Environmental May 29, 2008 28 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 Aug 7, 2007 14,745 If there is no net uplift, then where is the slip? Mike McCann MMC Engineering Upvote 0 Downvote
Oct 15, 2009 #3 JoshPlumSE Structural Aug 15, 2008 10,476 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
