Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Wood Shear Wall Deflection

Status
Not open for further replies.
ridgeline

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?
 
Replies continue below

Recommended for you

Sort by date Sort by votes
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
Status
Not open for further replies.

Similar threads

dengebre
  • Question
Continuity of Wall Segments in Wood Shear Walls
Replies
3
Views
52
JAE
JAE
pasdesign1
  • Locked
  • Question
4 story wood shear wall software recommendations
Replies
3
Views
46
XR250
XR250
paudel09
  • Question
Diaphragm/Shear Wall Forces with vertical combinations
Replies
2
Views
33
paudel09
paudel09
WideFlangeA992
  • Question
Shear wall Anchorage - Piling Foundations for Manufactured Homes
Replies
1
Views
39
phamENG
phamENG
Olivaw
  • Locked
  • Question
Preliminary Design for Shear Wall Buildings 1
Replies
5
Views
30
lexpatrie
lexpatrie
Back
Top