Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Moment Frame & Shear Wall engineering

Cap07
  • Locked
  • Question Question
Corner detail with one holdown
Replies
4
Views
754
Cap07
Cap07
JRESE
  • Locked
  • Question Question
Wood Shearwall anchorage and Appendix D
Replies
3
Views
555
msquared48
msquared48
Cap07
  • Locked
  • Question Question
Question on spacing between shearwalls
Replies
4
Views
641
Cap07
Cap07
sundy
  • Locked
  • Question Question
"taken as unityö and ôtaken as 1ö?
Replies
4
Views
134
miecz
miecz
sundy
  • Locked
  • Question Question
At the one-third points
Replies
1
Views
108
civilperson
civilperson
SLTA
  • Locked
  • Question Question
center of rigidity outside the building footprint
Replies
17
Views
639
SLTA
SLTA
autokoz
  • Locked
  • Question Question
Concrete Flat Plate slab Replacement connect to existing columns
Replies
6
Views
144
hokie66
hokie66
Robbiee
  • Locked
  • Question Question
behavior of steel frame with infill CMU
Replies
8
Views
306
csd72
csd72
cg3375
  • Locked
  • Question Question
Wall End zone distance ASCE7-05
Replies
5
Views
358
cg3375
cg3375
structurebeton
  • Locked
  • Question Question
When is P-Delta Calculation required?
Replies
11
Views
1K
asixth
asixth
brillito
  • Locked
  • Question Question
other options
Replies
10
Views
390
msquared48
msquared48
Cementum
  • Locked
  • Question Question
Precast Shear Wall Connections
Replies
1
Views
227
scubthebub
scubthebub
aapl2k7
  • Locked
  • Question Question
Rigid diaphragm?
Replies
14
Views
528
scubthebub
scubthebub
AlpineEngineer
  • Locked
  • Question Question
offset shear walls
Replies
2
Views
648
RARWOOD
RARWOOD
structeng13
  • Locked
  • Question Question
ACI 318 Appendix D, Anchorage for Simpson Strong walls
Replies
4
Views
399
structeng13
structeng13
nr123
  • Locked
  • Question Question
large second floor diaphragm opening
Replies
6
Views
285
nr123
nr123
knelli
  • Locked
  • Question Question
Special Reinforced Masonry Shear Wall
Replies
2
Views
1K
sandman21
sandman21
GVCivilGuy
  • Locked
  • Question Question
Opening allowed in Segmented shear wall?
Replies
6
Views
215
dougantholz
dougantholz
SLTA
  • Locked
  • Question Question
relative rigidity of wood shear walls
Replies
4
Views
820
SLTA
SLTA
trussdude
  • Locked
  • Question Question
Calculating Hold Downs at the end of shearwalls
Replies
6
Views
1K
NKT
NKT
You must log in or register to post here.

Part and Inventory Search

Sponsor

Back
Top