Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Seismic Design of Shearwall Anchors

Status
Not open for further replies.
bigd38

bigd38

Structural
Apr 22, 2003
1
Does anyone know if the UBC Omega Zero factor applies for design Simpson Hold-Downs for shearwalls?
 
Status
Not open for further replies.

Similar threads

dgengineering
  • Locked
  • Question
Deck Seismic Analysis
Replies
3
Views
507
lexpatrie
lexpatrie
dgengineering
  • Locked
  • Question
Attached Deck Seismic Analysis 1
Replies
3
Views
194
lexpatrie
lexpatrie
dgengineering
  • Locked
  • Question
Collector Element Design 2
Replies
9
Views
2K
alt0
alt0
dik
  • Locked
  • Question
Hi Rise and Seismic
Replies
2
Views
96
ctopher
ctopher
dgengineering
  • Locked
  • Question
Shear Wall Design for Wind 1
Replies
4
Views
3K
lexpatrie
lexpatrie

Part and Inventory Search

Sponsor

Back
Top Bottom