Oct 14, 2009 #1 ridgeline Civil/Environmental May 29, 2008 28 0 0 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 Aug 7, 2007 14,745 0 0 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 Aug 15, 2008 9,552 0 0 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